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HomeMy WebLinkAboutContract - Volume 1General Bid InformaƟon: Builders Exchange of Washington, Inc. (425) 258Ͳ1303 City Contact: Derek Akesson, PE (425) 430Ͳ7337 Consultant Contact: Craig Mallow, PE (360) 867Ͳ9284 Award Amount: _____________________ Award Date: _____________________ Award To: _____________________ _____________________ _____________________ Contract No.: CAGͲ22Ͳ062 Bronson Way Bridge Ͳ Seismic RetroĮt and PainƟng Contract Provisions SubmiƩed by: Volume 1 of 2 State Funding Number: HLPͲ0900(031) Project No.: TED4004020 Public Works Department TransportaƟon Division Approved for Bid ____________________________ ___________ City of Renton Date: 320 Ronlee Ln NW Olympia, WA 98502 Renton City Hall—5th Floor 1055 South Grady Way Renton, Washington 98057 SubmiƩed to: Approved for ConstrucƟon ____________________________ ___________ City of Renton Date: ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ CiCiCCiCCiCiCiCiCiCCiCiCCiCCiCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCty of Rentonnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn ___________________________________________________________________________________________________________________________________________________________________________ $2,505,667.00 July 11, 2022 3701 South Road Combined Construction, Inc. Mukilteo, WA 98275 7/11/2022 CITY OF RENTON   RENTON, WASHINGTON      Contract Provisions    for the    Bronson Way Bridge ‐ Seismic Retrofit and Painting        State Funding Number:HLP‐0900(031)  City Project Number:TED4004020  City Contract Number:CAG‐22‐062                  YEAR: 2022                  City of Renton   1055 South Grady Way  Renton, WA 98057 Bronson Way Bridge – Seismic Retrofit and Painting  Table of Contents  TED4004020 Page 1 of 1  2022  TABLE OF CONTENTS        VOLUME I      I. CALL FOR BIDS    II. INFORMATION FOR BIDDERS    1. INFORMATION AND CHECKLIST FOR BIDDERS    2. SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON    3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON    III. PROJECT PROPOSAL  1. * PROJECT PROPOSAL BID SUMMARY  2. * PROPOSAL COVER PAGE  3. * SCHEDULE OF PRICES  4. * NON‐COLLUSION DECLARATION  5. * LOCAL AGENCY SUBCONTRACTOR LIST  6. * PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO THE PROJECT  7. * CONTRACTOR CERTIFICATION, WAGE LAW COMPLIANCE – RESPONSIBILITY  CRITERIA, WASHINGTON STATE PUBLIC WORKS CONTRACTS  8. * PROPOSAL SIGNATURE PAGE  9. * PROPOSAL BID BOND TO THE CITY OF RENTON    IV. AGREEMENT FORMS  1.  AGREEMENT   2.  CONTRACT BOND TO THE CITY OF RENTON  3.  FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE     *  SUBMIT AS PART OF THE BID.    SUBMIT WITHIN 10 DAYS AFTER NOTICE OF AWARD.    V. CONTRACT SPECIFICATIONS   1. SPECIAL PROVISIONS    APPENDICES  A – INFORMATION ON EXISTING BRIDGE  B – PREVAILING HOURLY MINIMUM WAGE RATES   C – STANDARD PLANS (CITY OF RENTON AND WSDOT)  D – PERMITS AND LICENSES    VOLUME II ‐ PLANS          City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    I.  CALL FOR BIDS  CITY OF RENTON CAG-22-062 Bronson Way Bridge – Seismic Retrofit and Painting Bronson Way Bridge – Seismic Retrofit and Painting Call for Bids TED4004020 Page 1 of 1 2022 CALL FOR BIDS Sealed bids will be received until 12:00 PM on Tuesday, June 7, 2022, at the lobby of Renton City Hall, 1055 South Grady Way, Renton, WA 98057. All supplemental documents, that are allowed to be submitted after this date and time, shall be received at the lobby of Renton City Hall. The bids will be opened and publicly read via Zoom video-conferencing web application at 1:00 PM, Thursday, June 9, 2022. Any bids received after the published bid submittal time cannot be considered and will not be accepted. •The bid opening meeting can be accessed by clicking the following link to join the Zoom meeting: •https://us02web.zoom.us/j/82037256093?pwd=ATnCFvmkALgzSr0BrltU1ssbXa165v.1 •Using the Zoom app: Meeting ID: 820 3725 6093; Password: 653585; •Via telephone by dialing: 253-251-8782, 82037256093#,,,,*653585# •Zoom is free to use and is available at https://zoom.us/. Approved plans, specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted Projects; Public Works; City of Renton; Projects Bidding. (Note: Bidders are encouraged to Register as a Bidder, in order to receive automatic email notification of future addenda and to be placed on the Bidders List). Contact Builders Exchange of Washington at 425-258-1303 should you require further assistance. The City of Renton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The improvement for which bids will be received is described below: Construct the Bronson Way Bridge-Seismic Retrofit and Painting Project. The project consists of removing existing paint system and painting steel main span; replacing rocker bearings and fixed bearings with elastomeric bearing pads; replacing expansion joints with compression seals; repairing deck curbs; retrofitting bridge deck drains, frames and grates; replacing asphalt wearing course with water proofing membrane and HMA wearing course. The work includes but is not limited to: installing worker access and containment system, removing paint; painting; bridge jacking; removing rocker and fixed bearings; forming and placing concrete and rebar; installing elastomeric bearing pads; removing expansion joints; installing compression seals; repairing concrete deck curbs; modifying bridge drains, frames, grates; removing asphalt pavement; paving with HMA; sawcutting and sealing; installing channelization and all other work necessary to complete the Work as specified and shown in the Contract Provisions. Jason A. Seth, City Clerk Published: May 18, 2022 and May 25, 2022 Daily Journal of Commerce         City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    II.  INFORMATION FOR BIDDERS  Bronson Way Bridge – Seismic Retrofit and Painting   Information and Checklist for Bidders   TED4004020 Page 1 of 3  2022  INFORMATION AND CHECKLIST FOR BIDDERS    The following supplements the information in the Call for Bids:    1. Special Project Information.  The Contract Documents, including Standard Specifications, and  all applicable laws and regulations apply to this project.  The following items particular to this  project are repeated here for emphasis:    a. Prevailing Wages.  This project has does not include federal funding. Therefore, only  State Prevailing Wages must be paid on this project. The Prevailing Wages in effect at  time of Advertisement are provided in Appendix B.  It is the Bidder’s responsibility to  obtain wage information for any work classifications that are not included.      b. Traffic Control, Hours of Work and Street Closure. This project is located over the Cedar  River on a Principal Arterial that serves as an important transportation link to downtown  Renton. The site is surrounding by residences, businesses, a park and library. Due to the  proximity of the project site to the residences, night work will not be allowed. A full  closure of the bridge is anticipated for portions of the Work and will be allowed. Refer to  Special Provision Section 1‐07.23(4) for duration, requirements and restrictions. For  construction under traffic, refer to Section 1‐07.23(1).       2. Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall  request the explanation or interpretation in writing by the close of business five (5) business  days preceding the bid opening to allow a written reply to reach all prospective Bidders  before the submission of their Bids. Oral explanations, interpretations, or instructions given  by anyone before the Award of Contract will not be binding on the City of Renton.     3. If a bidder has any questions regarding the project, the bidder may either:   Submit questions in writing to Renton City Hall – Transportation Systems, 1055 S Grady  Way, Renton, WA 98057, Attn: Derek Akesson, or   Submit questions via e‐mail:  mailto: dakesson@rentonwa.gov. Put “Bronson Way Bridge”  in the subject line  No other type of inquiry will be accepted.    4. All bids must be self‐explanatory.  Partial bids will not be accepted.  No opportunity will be  offered for oral explanation except as the City of Renton may request further information on  particular points.  The bidder shall, upon request, furnish information to the City of Renton  as to their financial and practical ability to satisfactorily perform the work.    5. The construction contract will be awarded by the City of Renton to the lowest responsible,  responsive bidder. The total bid amount of all schedules combined will be used to  determine the low bidder.     6. The City of Renton reserves the right to reject any and all bids or waive any and/or all  Bronson Way Bridge – Seismic Retrofit and Painting   Information and Checklist for Bidders   TED4004020 Page 2 of 3  2022  informalities.     7. Payment for this work will be made in cash warrants.    8. Bidders are not required to be in possession of a current City of Renton business license in  order to bid on City projects. However, Contractors and all subcontractors of all tiers must  be in possession of a current City business license while conducting work in the City.     9. Bidding Checklist   Each bid must be submitted in a sealed envelope bearing on the outside the name and  address of the Bidder, and the name and number of the project for which the bid is submitted.   It is the responsibility of each bidder to ascertain if all the documents listed below and in the  Table of Contents are included in their copy of the Contract Provisions.  If documents are  missing, it is the sole responsibility of the Bidder to contact the City of Renton to obtain the  missing documents prior to the date and time that bids are due.     The following forms and documents shall be submitted with the bid.     a. Project Proposal Bid Summary ‐ The form included in these Bid Documents must be used;  no substitute will be accepted.    b. Proposal Cover Page – The form included in these Bid Documents must be used; no  substitute will be accepted.     c. Schedule of Prices – The form(s) included in these Bid Documents must be used; no  substitute will be accepted. Bidders must bid on all schedules and items shown on the  Schedule of Prices.  If any unit price is left blank, it will be considered no charge for that  bid item, regardless of what has been placed in the extension column.     d. Non‐Collusion Declaration – The form included in these Bid Documents must be used; no  substitute will be accepted.     e. Local Agency Subcontractor List ‐ This form is available at  http://wsdot.wa.gov/forms/pdfForms.html. Bidder may download, print and complete  the form to include with Bid. The DOT Form, DOT Form Number and revision date must  match the form included in these Bid Documents, otherwise the Bid will be considered  irregular and non‐responsive and the Bid will be rejected.    f. Proposal for Incorporating Recycled Materials into the Project – The form included in  these Bid Documents must be used; no substitute will be accepted.      g. Contractor Certification, Wage Law Compliance – Responsibility Criteria, Washington  State Public Works Contracts – This form is available at  http://wsdot.wa.gov/forms/pdfForms.html. Bidder may download, complete, print and  Bronson Way Bridge – Seismic Retrofit and Painting   Information and Checklist for Bidders   TED4004020 Page 3 of 3  2022  sign the form to include with Bid. The DOT Form, DOT Form Number and revision date  must match the form included in these Bid Documents, otherwise the Bid will be  considered irregular and non‐responsive and the Bid will be rejected.    h. Proposal Signature Page – The form included in these Bid Documents must be used; no  substitute will be accepted. Evidence of signatory’s authority to sign the Proposal on  behalf of the business entity shall be submitted with the Bid. Otherwise, the submitted  Bid will be considered irregular and non‐responsive and the Bid may be rejected.     i. Proposal Bid Bond to the City of Renton – The form included in these Bid Documents  must be used; no substitute will be accepted. If an attorney‐in‐fact signs bond, the power  of attorney authorizing such execution must be current and enforceable, be properly  executed by the Surety in accordance with the Surety’s by‐laws or other applicable rules  and resolutions, and include all necessary corporate seals, signatures, and notaries.    10. Contract Checklist  The following documents are to be executed by the successful Bidder after the Contract is  awarded.    a. Agreement – The form included in these Bid Documents must be used; no substitute will  be accepted. Two originals shall be executed by the successful Bidder.    b. Contract Bond – The form included in these Bid Documents must be used; no substitute  will be accepted. Two originals shall be executed by the successful Bidder and its surety  company.  This bond covers successful completion of all work and payment of all laborers,  subcontractors, suppliers, etc. If an attorney‐in‐fact signs bond, the power of attorney  authorizing such execution must be current and enforceable, be properly executed by the  Surety in accordance with the Surety’s by‐laws or other applicable rules and resolutions,  and include all necessary corporate seals, signatures, and notaries.    c. Fair Practices Policy Affidavit of Compliance – The form included in these Bid Documents  must be used; no substitute will be accepted.     d. Certificates of Insurance – To be executed by an insurance company acceptable to the  City, on ACORD Forms.  Required coverages are listed in Section 1‐07.18 of the Special  Provisions.  The City of Renton shall be named as “Additional Insured” on the insurance  policies as well as the entities listed in Section 1‐07.18(2) of the Special Provisions.    e. Retainage – Refer to Standard Spec. Section 1‐09.9(1), Retainage.     Bronson Way Bridge – Seismic Retrofit and Painting   Summary of Fair Practices Policy   TED4004020 Page 1 of 1  2022    Bronson Way Bridge – Seismic Retrofit and Painting   Summary of American Disabilities Act Policy   TED4004020 Page 1 of 1  2022            City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    IV.  AGREEMENT FORMS  OE +VMZ Combined Construction, Inc. Bronson Way Bridge – Seismic Retrofit and Painting  Fair Practices and Non‐Discrimination Declaration  TED4004020 Page 1 of 1 2022  FAIR PRACTICES AND NON‐DISCRIMINATION POLICY   DECLARATION        I, by signing the Agreement, hereby declare, under penalty of perjury under the laws of the  United States that the following statements are true and correct:      1. That the undersigned person(s), firm, association or corporation affirms and subscribes to the  Fair Practices and Non‐discrimination policies set forth by the law and by City of Renton  policy, adopted by Resolution No. 4085.      2. That by signing the signature page of this Agreement, I am deemed to have signed and to  have agreed to the provisions of this declaration.                  City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________     V.  CONTRACT SPECIFICATIONS         Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ i                                                                                                     2022   TABLE OF CONTENTS   Introduction To The Special Provisions ............................................................................. 1  Description of Work .......................................................................................................... 2  1‐01 Definitions and Terms ............................................................................................. 2  1‐02   Bid Procedures and Conditions ............................................................................... 4  1‐03  Award and Execution of Contract ......................................................................... 11  1‐04 Scope of the Work ................................................................................................ 14  1‐05 Control of Work .................................................................................................... 15  1‐06 Control of Material ............................................................................................... 23  1‐07 Legal Relations and Responsibilities to the Public ................................................. 24  1‐08  Prosecution and Progress ..................................................................................... 39  1‐09 Measurement and Payment ................................................................................. 44  1‐10 Temporary Traffic Control ..................................................................................... 47  2‐02 Removal of Structures and Obstructions ............................................................... 50  5‐04 Hot Mix Asphalt .................................................................................................... 51  6‐01 General Requirements for Structures.................................................................... 82  6‐02 Concrete Structures .............................................................................................. 85  6‐07 Painting ................................................................................................................ 97  6‐08 Bituminous Surfacing on Structure Decks ............................................................. 98  8‐22 Pavement Marking ............................................................................................. 101  8‐26 Temporary Fencing ............................................................................................. 101  8‐27 Site Security ........................................................................................................ 102  9‐35 Temporary Traffic Control Measures .................................................................. 104  Appendices ................................................................................................................... 104     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ ii                                                                                                     2022  Standard Plans .............................................................................................................. 105                     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 1    2022  SPECIAL PROVISIONS  Introduction To The Special Provisions  (December 10, 2020 APWA GSP)  The work on this project shall be accomplished in accordance with the Standard Specifications for  Road, Bridge and Municipal Construction, 2022 edition, as issued by the Washington State  Department of Transportation (WSDOT) and the American Public Works Association (APWA),  Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, as  modified or supplemented by these Special Provisions, all of which are made a part of the Contract  Documents, shall govern all of the Work.      These Special Provisions are made up of both General Special Provisions (GSPs) from various sources,  which may have project‐specific fill‐ins; and project‐specific Special Provisions. Each Provision either  supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision.  The  deletion, amendment, alteration, or addition to any subsection or portion of the Standard  Specifications is meant to pertain only to that particular portion of the section, and in no way should  it be interpreted that the balance of the section does not apply.    The project‐specific Special Provisions are not labeled as such. The GSPs are labeled under the  headers of each GSP, with the effective date of the GSP and its source. For example:    (March 8, 2013  APWA GSP)  (April 1, 2013  WSDOT GSP)  (******) Project Specific Special Provision added by City of Renton    Also incorporated into the Contract Documents by reference are:    • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition,  with Washington State modifications, if any  • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition  • City of Renton Standard Details, City of Renton Public Works Department, current edition  • Public Rights‐Of‐Way Accessibility Guidelines (PROWAG), current edition    Contractor shall obtain copies of these publications, at Contractor’s own expense.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 2                                                                                                  2022  DIVISION 1 – GENERAL REQUIREMENTS  Description of Work  (March 13, 1995 WSDOT GSP)  This Contract provides for the improvement of *** Bronson Way Bridge by removing and replacing  the steel bearings, cleaning and painting the steel surfaces, removing and replacing the HMA overlay,  resealing concrete joints, repairing the drains, replacing the expansion joints *** and other work, all  in accordance with the attached Contract Plans, these Contract Provisions, and the Standard  Specifications.  1‐01 Definitions and Terms  1‐01.3   Definitions   (January 19, 2022 APWA GSP)  Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with  the following:    Dates     Bid Opening Date  The date on which the Contracting Agency publicly opens and reads the Bids.    Award Date  The date of the formal decision of the Contracting Agency to accept the lowest responsible and  responsive Bidder for the Work.    Contract Execution Date  The date the Contracting Agency officially binds the Agency to the Contract.    Notice to Proceed Date  The date stated in the Notice to Proceed on which the Contract time begins.    Substantial Completion Date  The day the Engineer determines the Contracting Agency has full and unrestricted use and  benefit of the facilities, both from the operational and safety standpoint, any remaining traffic  disruptions will be rare and brief, and only minor incidental work, replacement of temporary  substitute facilities, plant establishment periods, or correction or repair remains for the Physical  Completion of the total Contract.      Physical Completion Date  The day all of the Work is physically completed on the project.  All documentation required by  the Contract and required by law does not necessarily need to be furnished by the Contractor by  this date.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 3                                                                                                  2022  Completion Date  The day all the Work specified in the Contract is completed and all the obligations of the  Contractor under the contract are fulfilled by the Contractor.  All documentation required by the  Contract and required by law must be furnished by the Contractor before establishment of this  date.    Final Acceptance Date  The date on which the Contracting Agency accepts the Work as complete.    Supplement this Section with the following:    All references in the Standard Specifications or WSDOT General Special Provisions, to the terms  “Department of Transportation”, “Washington State Transportation Commission”,  “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State  Treasurer” shall be revised to read “Contracting Agency”.    All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless  the reference is to an administrative agency of the State of Washington, a State statute or  regulation, or the context reasonably indicates otherwise.     All references to “State Materials Laboratory” shall be revised to read “Contracting Agency  designated location”.    All references to “final contract voucher certification” shall be interpreted to mean the  Contracting Agency form(s) by which final payment is authorized, and final completion and  acceptance granted.    Additive   A supplemental unit of work or group of bid items, identified separately in the Bid Proposal,  which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid.    Alternate   One of two or more units of work or groups of bid items, identified separately in the Bid Proposal,  from which the Contracting Agency may make a choice between different methods or material  of construction for performing the same work.    Business Day   A business day is any day from Monday through Friday except holidays as listed in Section 1‐08.5.    Contract Bond  The definition in the Standard Specifications for “Contract Bond” applies to whatever bond  form(s) are required by the Contract Documents, which may be a combination of a Payment Bond  and a Performance Bond.    Contract Documents  See definition for “Contract”.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 4                                                                                                  2022  Contract Time   The period of time established by the terms and conditions of the Contract within which the  Work must be physically completed.    Notice of Award   The written notice from the Contracting Agency to the successful Bidder signifying the  Contracting Agency’s acceptance of the Bid Proposal.    Notice to Proceed   The written notice from the Contracting Agency or Engineer to the Contractor authorizing and  directing the Contractor to proceed with the Work and establishing the date on which the  Contract time begins.    Traffic   Both vehicular and non‐vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and  equestrian traffic.  1‐02   Bid Procedures and Conditions  1‐02.1   Prequalification of Bidders  Delete Section 1‐02.1 and replace it with the following:  1‐02.1   Qualifications of Bidder  (January 24, 2011 APWA GSP)  Before award of a public works contract, a bidder must meet at least the minimum qualifications  of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public  works project.  1‐02.2   Plans and Specifications  (June 27, 2011 APWA GSP)  Delete Section 1‐02.2 and replace it with the following:    Information as to where Bid Documents can be obtained or reviewed can be found in the Call for  Bids (Advertisement for Bids) for the work.    After award of the contract, plans and specifications will be issued to the Contractor at no cost  as detailed below:    To Prime Contractor No. of Sets Basis of Distribution  Reduced plans (11" x 17")  5 Furnished automatically upon  award.  Contract Provisions    5 Furnished automatically upon  award.  Large plans (e.g., 22" x 34")  1 Furnished only upon request.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 5                                                                                                  2022  Additional plans and Contract Provisions may be obtained by the Contractor from the source  stated in the Call for Bids, at the Contractor’s own expense.  1‐02.4 Examination of Plans, Specifications and Site of Work  1‐02.4(1) General  (January 19, 2022 APWA GSP Option B)  The first sentence of the ninth paragraph, beginning with “Any prospective Bidder desiring…”, is  revised to read:    Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall  request the explanation or interpretation in writing by close of business 5 business days  preceding the bid opening to allow a written reply to reach all prospective Bidders before the  submission of their Bids.    Section 1‐02.4(1) is supplemented with the following:  (September 3, 2019 WSDOT GSP)  The Reference Information for this project is available for review by the bidder at the following  location:    *** Appendix A ***    The Reference Information includes the following:    Bridge Inspection Reports  Bridge Load Rating  Memo:  RE:  Bronson Way Bridge Painting ‐ Probable Lower Cedar River Water Surface  Elevations  1‐02.5 Proposal Forms  (******)  Delete section 1‐02.5 and replace it with the following:    The Proposal Form will identify the project and its location and describe the work. It will also list  estimated quantities, units of measurement, the items of work, and the materials to be furnished  at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but  are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date;  and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder’s name,  address, telephone number, and signature; a State of Washington Contractor’s Registration  Number; Unified Business Identifier (UBI); Industrial Insurance Account Number; Employment  Security Department Number and State Excise Tax Registration Number. Bids shall be completed  by typing or shall be printed in ink by hand, preferably in black ink. The required certifications  are included as part of the Proposal Form.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 6                                                                                                  2022  The Contracting Agency reserves the right to arrange the proposal forms with alternates and  additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all  alternates and additives set forth in the Proposal Form unless otherwise specified.  1‐02.6 Preparation of Proposal  (******)  Delete Section 1‐02.6 and replace with the following:    The Contracting Agency will accept only those Proposals properly executed on the physical forms  it provides, or electronic forms that the Bidder has been authorized to access. Unless it approves  in writing, the Contracting Agency will not accept Proposals on forms attached to the Plans and  stamped “Informational”.     All prices shall be in legible figures (not words) written in ink or typed, and expressed in U.S.  dollars and cents. The Proposal shall include:    1. A unit price for each item (omitting digits more than two places to the right of the decimal  point),  2. An extension for each unit price (omitting digits more than two places to the right of the  decimal point), and  3. The Total Bid Amount (the sum of all extensions).   4. If a minimum bid amount has been established for any item, the unit or lump sum price must  equal or exceed the minimum amount stated.  5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the  signer of the bid.    In the space provided on the signature sheet, the Bidder shall confirm that all Addenda have been  received.     The Bidder shall submit with the Bid a list of:    1. Subcontractors who will perform the work of structural steel installation, rebar installation,  heating, ventilation and air conditioning, plumbing as described in RCW 18.106 and electrical  as described in RCW 19.28, and  2. The work those Subcontractors will perform on the Contract.   3. Shall not list more than one Subcontractor for each category of work identified, except, when  Subcontractors vary with Bid alternates, in which case the Bidder shall identify which  Subcontractor will be used for which alternate.    If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any  Subcontractor to perform those items of work.     The Bidder shall make no stipulation on the Bid forms, nor qualify the bid in any manner.    A bid by a corporation shall be executed in the corporate name, by the president or a vice  president (or other corporate officer accompanied by evidence of authority to sign).       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 7                                                                                                  2022  A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy  of the partnership agreement shall be submitted with the Bid.    A bid by a joint venture shall be executed in the joint venture name and signed by a member of  the joint venture. A copy of the joint venture agreement shall be submitted with the Bid.    Evidence of the signatory’s authority to sign the Bid Proposal on behalf of the business entity  shall be submitted with the Bid Proposal. Otherwise, the submitted Bid Proposal will be  considered irregular and non‐responsive and may be rejected.  1‐02.6(1) Recycled Materials Proposal  (January 4, 2016  APWA GSP)  Section 1‐02.6(1) is an added new section:    The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the  project, using the form provided in the Contract Provisions.  1‐02.6(2) Certification of Compliance with Wage Payment Statutes  (******)  Section 1‐02.6(2) is an added new section:    The Bidder shall submit with the Bid a completed and signed “Contractor Certification, Wage Law  Compliance – Responsibility Criteria, Washington State Public Works Contracts” document  where the Bidder under penalty of perjurty verifies that the Bidder is in compliance with  reponsibile bidder criteria in RCW 39.04.350 subsection (1)(g), as required per Section 1‐02.14.  Otherwise, the submitted Bid Proposal will be considered irregular and non‐responsive and will  be rejected.     The Bidder may use the form provided in the Bid Documents. The form is also available at  http://wsdot.wa.gov/forms/pdfForms.html. The Bidder may download, print, complete and  sign the form to include with Bid. The DOT Form, DOT Form Number and revision date must  match the form included in the Bid Documents, otherwise the Bid will be regarded as irregular  and non‐responsive and the Bid will be rejected.  1‐02.7  Bid Deposit  (March 8, 2013 APWA GSP)  Supplement Section 1‐02.7 with the following:    Bid bonds shall contain the following:    1. Contracting Agency‐assigned number for the project;  2. Name of the project;  3. The Contracting Agency named as obligee;     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 8                                                                                                  2022  4. The amount of the bid bond stated either as a dollar figure or as a percentage which  represents five percent of the maximum bid amount that could be awarded;  5. Signature of the bidder’s officer empowered to sign official statements. The signature of the  person authorized to submit the bid should agree with the signature on the bond, and the  title of the person must accompany the said signature;  6. The signature of the surety’s officer empowered to sign the bond and the power of attorney.    If so stated in the Contract Provisions, bidder must use the bond form included in the Contract  Provisions.    If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.  1‐02.7(1)  Bid Bond, Cashier’s Check, Postal Money Order  (******)  Section 1‐02.7(1) is an added new section:    As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the  form of either a bid bond, cashier’s check or postal money order in an amount equal to five  percent (5%) of the Total Bid Amount shall be submitted with the Bid Proposal.     If the Bidder elects to provide a bid bond, the Proposal Bid Bond form included in the Bid  Documents shall be used. Otherwise, the Bid Proposal will be considered irregular and non‐ responsive and the Bid Proposal will be rejected.     If the Bidder elects to provide a cashier’s check, it shall be made payable to the City of Renton.     If the Bidder elects to provide a postal money order, it shall be made payable to the City of  Renton.     Cash will not be accepted for a bid deposit.  1‐02.9 Delivery of Proposal  (******)  Delete Section 1‐02.9 and replace it with the following:    Each proposal shall be submitted in a sealed envelope, with the Project Name and Project  Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as  otherwise required in the Bid Documents, to ensure proper handling and delivery.    Proposals that are received as required will be publicly opened and read as specified in Section  1‐02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after  the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other  than that specified in the Call for Bids.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 9                                                                                                  2022  1‐02.10   Withdrawing, Revising, or Supplementing Proposal  (******)  Delete Section 1‐02.10 and replace it with the following:    After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw,  revise, or supplement it if:    1. The Bidder submits a written request signed by an authorized person and physically delivers  it to the place designated for receipt of Bid Proposals, and  2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals,  and   3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency  before the time set for receipt of Bid Proposals.    If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the  time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal  package to the Bidder.  The Bidder must then submit the revised or supplemented package in its  entirety.  If the Bidder does not submit a revised or supplemented package, then its bid shall be  considered withdrawn.    Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by  the Contracting Agency and returned unopened.  Mailed, emailed, or faxed requests to  withdraw, revise, or supplement a Bid Proposal are not acceptable.  1‐02.12 Public Opening of Proposals  (******)  Supplement Section 1‐02.12 with the following:    The Contracting Agency reserves the right to postpone the date and/or time that sealed bids are  due and the bid opening. Notification to all bidders of any change will be by addenda.  1‐02.13 Irregular Proposals  (******)  Delete Section 1‐02.13 and replace it with the following:    1. A Proposal will be considered irregular and will be rejected if:  a. The Bidder is not prequalified when so required;   b. The authorized bid forms furnished by the Contracting Agency are not used or are  altered;  c. The completed bid forms contain any unauthorized additions, deletions, alternate Bids,  or conditions;  d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into  the Contract;     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 10                                                                                                  2022  e. A unit price (price per unit) cannot be determined from the Schedule of Prices submitted  in the Proposal;   f. The Proposal Signature Page is not properly executed;  g. The Bidder fails to submit with their proposal, an original Bid Proposal Deposit in an  amount equal to five percent (5%) of the Total Bid Amount, as required in Section 1 02.7;  h. The Bidder elects to provide a Proposal Bid Bond for the Bid Proposal Deposit and does  not submit or properly execute the Proposal Bid Bond form included in the Bid  Documents, as required in Section 1‐02.7;   i. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as  required in Section 1‐02.6;  j. The Bidder fails to submit or properly complete the Proposal for Incorporating Recycled  Materials into the Project document, as required in Section 1‐02.6(1).   k. The Bidder fails to submit or properly execute the Contractor Certification, Wage Law  Compliance – Responsibility Criteria, Washington State Public Works Contractors  document, as required in Section 1‐02.6(2).   l. The Bid Proposal does not constitute a definite and unqualified offer to meet the material  terms of the Bid invitation; or  m. More than one proposal is submitted for the same project from a Bidder under the same  or different names.    2. A Proposal may be considered irregular and may be rejected if:  a. The Proposal does not include a unit price extension for every Bid item listed on the  submitted Schedule of Prices;   b. Any of the unit prices are excessively unbalanced (either above or below the amount of  a reasonable Bid) to the potential detriment of the Contracting Agency;  c. Receipt of Addenda is not acknowledged;   d. A member of a joint venture or partnership and the joint venture or partnership submit  Proposals for the same project (in such an instance, both Bids may be rejected); or  e. If entries are not made in ink on the bid forms.     3. A Proposal will be considered irregular and may be rejected if:  a. The Bidder fails to submit with their Bid Proposal, evidence of signatory’s authority to  sign the Bid Proposal on behalf of the business entity, as required in Section 1‐02.6.  1‐02.14 Disqualification of Bidders  (May 17, 2018  APWA GSP, Option A)  Delete Section 1‐02.14 and replace it with the following:    A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder  responsibility criteria in RCW 39.04.350(1), as amended.    The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility  criteria in RCW 39.04.350(1).  To assess bidder responsibility, the Contracting Agency reserves  the right to request documentation as needed from the Bidder and third parties concerning the  Bidder’s compliance with the mandatory bidder responsibility criteria.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 11                                                                                                  2022  If the Contracting Agency determines the Bidder does not meet the mandatory bidder  responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the  Contracting Agency shall notify the Bidder in writing, with the reasons for its determination.  If  the Bidder disagrees with this determination, it may appeal the determination within two (2)  business days of the Contracting Agency’s determination by presenting its appeal and any  additional information to the Contracting Agency.  The Contracting Agency will consider the  appeal and any additional information before issuing its final determination.  If the final  determination affirms that the Bidder is not responsible, the Contracting Agency will not execute  a contract with any other Bidder until at least two business days after the Bidder determined to  be not responsible has received the Contracting Agency’s final determination.  1‐02.15  Pre‐Award Information  (August 14, 2013 APWA GSP)  Revise Section 1‐02.15 to read:    Before awarding any contract, the Contracting Agency may require one or more of these items  or actions of the apparent lowest responsible bidder:  1. A complete statement of the origin, composition, and manufacture of any or all materials to  be used,  2. Samples of these materials for quality and fitness tests,  3. A progress schedule (in a form the Contracting Agency requires) showing the order of and  time required for the various phases of the work,   4. A breakdown of costs assigned to any bid item,   5. Attendance at a conference with the Engineer or representatives of the Engineer,   6. Obtain, and furnish a copy of, a business license to do business in the city or county where  the work is located.  7. Any other information or action taken that is deemed necessary to ensure that the bidder is  the lowest responsible bidder.  1‐03  Award and Execution of Contract  1‐03.1 Consideration of Bids  (January 23, 2006  APWA GSP)  Revise the first paragraph to read:    After opening and reading proposals, the Contracting Agency will check them for correctness of  extensions of the prices per unit and the total price. If a discrepancy exists between the price per  unit and the extended amount of any bid item, the price per unit will control. If a minimum bid  amount has been established for any item and the bidder’s unit or lump sum price is less than  the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump  sum price, to the minimum specified amount and recalculate the extension. The total of  extensions, corrected where necessary, including sales taxes where applicable and such additives  and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency  for award purposes and to fix the Awarded Contract Price amount and the amount of the contract  bond.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 12                                                                                                  2022  (******)  Revise the first sentence of the third paragraph to read:    A Bidder who wishes to claim error after the Bids have been publicly opened and read as required  by Section 1‐02.12, shall promptly notify the Contracting Agency that an error has occurred.      (******)  Revise the last sentence of the fourth paragraph to read:    If the Contracting Agency does not concur in the error or determines that the error is not the  kind for which the law allows relieve, the Contracting Agency may Award the Contract and if the  Bidder refuses to execute the Contract, the Bidder’s Bid deposit shall be forfeited as required by  RCW 35.23.352. Per RCW 39.04.107, a low bidder on a public works project who claims error and  fails to enter into a contract is prohibited from bidding on the same project if a second or  subsequent call for bids is made for the project.  1‐03.1(1)   Identical Bid Totals  (January 4, 2016  APWA GSP)  Revise Section 1‐03.1(1) to read:    After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie‐ breaker will be the Bidder with an equal lowest bid, that proposed to use the highest percentage  of recycled materials in the Project, per the form submitted with the Bid Proposal.  If those  percentages are also exactly equal, then the tie‐breaker will be determined by drawing as  follows: Two or more slips of paper will be marked as follows: one marked “Winner” and the  other(s) marked “unsuccessful”. The slips will be folded to make the marking unseen. The slips  will be placed inside a box. One authorized representative of each Bidder shall draw a slip from  the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the  Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip  marked “Winner” will be determined to be the successful Bidder and eligible for Award of the  Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest  responsive Bid, and with a proposed recycled materials percentage that is exactly equal to the  highest proposed recycled materials amount, are eligible to draw.    1‐03.3  Execution of Contract  (January 19, 2022  APWA GSP)  Revise Section 1‐03.3 to read:    Within 3 calendar days of Award date (not including Saturdays, Sundays and Holidays), the  successful Bidder shall provide the information necessary to execute the Contract to the  Contracting Agency.  The Bidder shall send the contact information, including the full name, email     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 13                                                                                                  2022  address, and phone number, for the authorized signer and bonding agent to the Contracting  Agency.    Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for  signature by the successful bidder on the first business day following award. The number of  copies to be executed by the Contractor will be determined by the Contracting Agency.    Within ten (10) calendar days after the award date, the successful bidder shall return the signed  Contracting Agency‐prepared contract, an insurance certification as required by Section 1‐07.18,  a satisfactory bond as required by law and Section 1‐03.4, the Transfer of Coverage form for the  Construction Stormwater General Permit with sections I, III, and VIII completed when provided.   Before execution of the contract by the Contracting Agency, the successful bidder shall provide  any pre‐award information the Contracting Agency may require under Section 1‐02.15.    Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency  nor shall any work begin within the project limits or within Contracting Agency‐furnished sites.  The Contractor shall bear all risks for any work begun outside such areas and for any materials  ordered before the contract is executed by the Contracting Agency.    If the bidder experiences circumstances beyond their control that prevents return of the contract  documents within the calendar days after the award date stated above, the Contracting Agency  may grant up to a maximum of zero (0) additional calendar days for return of the documents,  provided the Contracting Agency deems the circumstances warrant it.  1‐03.4 Contract Bond  (July 23, 2015 APWA GSP)  Delete the first paragraph and replace it with the following:    The successful bidder shall provide executed payment and performance bond(s) for the full  contract amount.  The bond may be a combined payment and performance bond; or be separate  payment and performance bonds.  In the case of separate payment and performance bonds,  each shall be for the full contract amount.  The bond(s) shall:  1. Be on Contracting Agency‐furnished form(s);  2. Be signed by an approved surety (or sureties) that:  a. Is registered with the Washington State Insurance Commissioner, and  b. Appears on the current Authorized Insurance List in the State of Washington published  by the Office of the Insurance Commissioner,  3. Guarantee that the Contractor will perform and comply with all obligations, duties, and  conditions under the Contract, including but not limited to the duty and obligation to  indemnify, defend, and protect the Contracting Agency against all losses and claims related  directly or indirectly from any failure:  a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors  of the Contractor) to faithfully perform and comply with all contract obligations,  conditions, and duties, or  b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor)  to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 14                                                                                                  2022  person, or any other person who provides supplies or provisions for carrying out the  work;  4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project  under titles 50, 51, and 82 RCW; and  5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond;  and  6. Be signed by an officer of the Contractor empowered to sign official statements (sole  proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the  president or vice president, unless accompanied by written proof of the authority of the  individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of  attorney, or a letter to such effect signed by the president or vice president).  1‐03.7 Judicial Review  (November 30, 2018 APWA GSP)  Revise Section 1‐03.7 to read:    Any decision made by the Contracting Agency regarding the Award and execution of the Contract  or Bid rejection shall be conclusive subject to the scope of judicial review permitted under  Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county  where the Contracting Agency headquarters is located, provided that where an action is asserted  against a county, RCW 36.01.050 shall control venue and jurisdiction.  1‐04 Scope of the Work  1‐04.2  Coordination of Contract Documents, Plans, Special Provisions, Specifications, and  Addenda  (December 10, 2020  APWA GSP)  Revise the second paragraph to read:    Any inconsistency in the parts of the contract shall be resolved by following this order of  precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):  1. Addenda,  2. Proposal Form,  3. Special Provisions,  4. Contract Plans,  5. Standard Specifications,  6. Contracting Agency’s Standard Plans or Details (if any), and  7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.  1‐04.4 Changes  (January 19, 2022 APWA GSP)  The first two sentences of the last paragraph of Section 1‐04.4 are deleted.         Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 15                                                                                                  2022  1‐04.8 Progress Estimates and Payments  (******)  Section 1‐04.8 is supplemented as follows:    The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate  of lump sum work accomplished to date. The Engineer’s calculations and decisions shall be final  in regard to the actual percentage of any lump sum pay item accomplished and eligible for  payment unless another specific method of calculating lump sum payments is provided  elsewhere in the specifications.  1‐04.12 Contractor‐Discovered Discrepancies   (******)  Section 1‐04.12 is an added new section.    Upon receipt of award of Contract, Contractor shall carefully study and compare all the  components of the Contract Documents and other instructions, and check and verify all field  measurements. Contractor shall, prior to ordering material or performing work, report in writing  to Engineer any error, inconsistency, or omission in respect to design or mode of construction,  which is discovered. If Contractor, in the course of this study or in the accomplishment of the  work, finds any discrepancy between the Plans and the physical condition of the locality as  represented in the Plans, or any such errors or omissions in respect to design or mode of  construction in the Plans or in the layout as given by points and instructions, it shall be  Contractor’s duty to inform Engineer immediately in writing, and Engineer will promptly check  the same. Any work done after such discovery, until correction of Plans or authorization of extra  work is given, if Engineer finds that extra work is involved, will be done at Contractor’s risk. If  extra work is involved, the procedure shall be as provided in Section 1‐04.4 of the Standard  Specifications.  1‐05 Control of Work  1‐05.4 Conformity With and Deviations From Plans And Stakes  (July 23, 2015  APWA GSP, Option 2)  Supplement Section 1‐05.4 with the following:    Bridge and Structure Surveys  For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of  Contractor’s organization an experienced team of surveyors.    The Contractor shall provide all surveys required to complete the structure, except the following  primary survey control which will be provided by the Engineer:    1. Centerline or offsets to centerline of the structure.  2. Stations of abutments and pier centerlines.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 16                                                                                                  2022  3. A sufficient number of bench marks for levels to enable the Contractor to set grades at  reasonably short distances.  4. Monuments and control points as shown in the Plans.    The Contractor shall establish all secondary survey controls, both horizontal and vertical, as  necessary to assure proper placement of all project elements based on the primary control points  provided by the Engineer.  Survey work shall be within the following tolerances:    Stationing    ± 0.01 foot  Alignment      ± 0.01 foot (between successive points)  Superstructure Elevations  ± 0.01 foot (from plan elevations)  Substructure Elevations  ± 0.05 foot (from plan elevations)    During the progress of the work, the Contractor shall make available to the Engineer all field  books including survey information, footing elevations, cross sections and quantities.    The Contractor shall be fully responsible for the close coordination of field locations and  measurements with appropriate dimensions of structural members being fabricated.    (January 13, 2021 WSDOT GSP)  Section 1‐05.4 is supplemented with the following:    Contractor Surveying – Structure  The Contracting Agency has provided primary survey control in the Plans.    The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes,  slope stakes, and grades necessary for the construction of bridges, noise walls, and retaining  walls.  Except for the survey control data to be furnished by the Contracting Agency, calculations,  surveying, and measuring required for setting and maintaining the necessary lines and grades  shall be the Contractor's responsibility.    The Contractor shall inform the Engineer when monuments are discovered that were not  identified in the Plans and construction activity may disturb or damage the monuments.  All  monuments noted on the plans “DO NOT DISTURB” shall be protected throughout the length of  the project or be replaced at the Contractors expense.    Detailed survey records shall be maintained, including a description of the work performed on  each shift, the methods utilized, and the control points used.  The record shall be adequate to  allow the survey to be reproduced.  A copy of each day's record shall be provided to the Engineer  within three working days after the end of the shift.    The meaning of words and terms used in this provision shall be as listed in "Definitions of  Surveying and Associated Terms" current edition, published by the American Congress on  Surveying and Mapping and the American Society of Civil Engineers.    The survey work by the Contractor shall include but not be limited to the following:     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 17                                                                                                  2022    1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and  expand into secondary control by adding stakes and hubs as well as additional survey control  needed for the project.  Provide descriptions of secondary control to the Contracting Agency.   The description shall include coordinates and elevations of all secondary control points.  2. Establish, by placing hubs and/or marked stakes, the location with offsets of foundation  shafts and piles.  3. Establish offsets to footing centerline of bearing for structure excavation.  4. Establish offsets to footing centerline of bearing for footing forms.  5. Establish wing wall, retaining wall, and noise wall horizontal alignment.  6. Establish retaining wall top of wall profile grade.  7. Establish elevation benchmarks for all substructure formwork.  8. Check elevations at top of footing concrete line inside footing formwork immediately prior  to concrete placement.  9. Check column location and pier centerline of bearing at top of footing immediately prior to  concrete placement.  10. Establish location and plumbness of column forms, and monitor column plumbness during  concrete placement.  11. Establish pier cap and crossbeam top and bottom elevations and centerline of bearing.  12. Check pier cap and crossbeam top and bottom elevations and centerline of bearing prior to  and during concrete placement.  13. Establish grout pad locations and elevations.  14. Establish structure bearing locations and elevations, including locations of anchor bolt  assemblies.  15. Establish box girder bottom slab grades and locations.  16. Establish girder and/or web wall profiles and locations.  17. Establish diaphragm locations and centerline of bearing.  18. Establish roadway slab alignment, grades and provide dimensions from top of girder to top  of roadway slab.  Set elevations for deck paving machine rails.  19. Establish traffic barrier and curb profile.  20. Profile all girders prior to the placement of any deadload or construction live load that may  affect the girder's profile.    The Contractor shall provide the Contracting Agency copies of any calculations and staking data  when requested by the Engineer.    The Contractor shall submit the computed elevations at the top of bridge decks as a Type 2  Working Drawing.  The elevations shall be computed at tenth points along the centerline of each  girder web.    The Contractor shall ensure a surveying accuracy within the following tolerances:         Vertical    Horizontal  1. Stationing on structures     ±0.02 feet  2. Alignment on structures     ±0.02 feet  3. Superstructure elevations  ±0.01 feet        variation from        plan elevation     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 18                                                                                                  2022  4. Substructure    ±0.02 feet        variation from        Plan grades.    The Contracting Agency may spot‐check the Contractor's surveying.  These spot‐checks will not  change the requirements for normal checking by the Contractor.    When staking the following items, the Contractor shall perform independent checks from  different secondary control to ensure that the points staked for these items are within the  specified survey accuracy tolerances:    Piles  Shafts  Footings  Columns    The Contractor shall calculate coordinates for the points associated with piles, shafts, footings  and columns.  The Contracting Agency will verify these coordinates prior to issuing approval to  the Contractor for commencing with the survey work.  The Contracting Agency will require up to  seven calendar days from the date the data is received to issuing approval.    Contract work to be performed using contractor‐provided stakes shall not begin until the stakes  are approved by the Contracting Agency.  Such approval shall not relieve the Contractor of  responsibility for the accuracy of the stakes.    Payment  Payment will be made for the following bid item when included in the proposal:    "Structure Surveying", lump sum.    The lump sum contract price for "Structure Surveying" shall be full pay for all labor, equipment,  materials, and supervision utilized to perform the Work specified, including any resurveying,  checking, correction of errors, replacement of missing or damaged stakes, and coordination  efforts.  1‐05.7 Removal of Defective and Unauthorized Work  (October 1, 2005 APWA GSP)  Supplement Section 1‐05.7 with the following:    If the Contractor fails to remedy defective or unauthorized work within the time specified in a  written notice from the Engineer, or fails to perform any part of the work required by the  Contract Documents, the Engineer may correct and remedy such work as may be identified in  the written notice, with Contracting Agency forces or by such other means as the Contracting  Agency may deem necessary.    If the Contractor fails to comply with a written order to remedy what the Engineer determines  to be an emergency situation, the Engineer may have the defective and unauthorized work     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 19                                                                                                  2022  corrected immediately, have the rejected work removed and replaced, or have work the  Contractor refuses to perform completed by using Contracting Agency or other forces. An  emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy  could be potentially unsafe, or might cause serious risk of loss or damage to the public.    Direct or indirect costs incurred by the Contracting Agency attributable to correcting and  remedying defective or unauthorized work, or work the Contractor failed or refused to perform,  shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or  to become due, the Contractor. Such direct and indirect costs shall include in particular, but  without limitation, compensation for additional professional services required, and costs for  repair and replacement of work of others destroyed or damaged by correction, removal, or  replacement of the Contractor’s unauthorized work.    No adjustment in contract time or compensation will be allowed because of the delay in the  performance of the work attributable to the exercise of the Contracting Agency’s rights provided  by this Section.    The rights exercised under the provisions of this section shall not diminish the Contracting  Agency’s right to pursue any other avenue for additional remedy or damages with respect to the  Contractor’s failure to perform the work as required.  1‐05.11 Final Inspection  (October 1, 2005 APWA GSP)  Delete Section 1‐05.11 and replace it with the following:  1‐05.11 Final Inspections and Operational Testing  1‐05.11(1) Substantial Completion Date  When the Contractor considers the work to be substantially complete, the Contractor shall so  notify the Engineer and request the Engineer establish the Substantial Completion Date. The  Contractor’s request shall list the specific items of work that remain to be completed in order to  reach physical completion. The Engineer will schedule an inspection of the work with the  Contractor to determine the status of completion. The Engineer may also establish the  Substantial Completion Date unilaterally.    If, after this inspection, the Engineer concurs with the Contractor that the work is substantially  complete and ready for its intended use, the Engineer, by written notice to the Contractor, will  set the Substantial Completion Date. If, after this inspection the Engineer does not consider the  work substantially complete and ready for its intended use, the Engineer will, by written notice,  so notify the Contractor giving the reasons therefor.    Upon receipt of written notice concurring in or denying substantial completion, whichever is  applicable, the Contractor shall pursue vigorously, diligently and without unauthorized  interruption, the work necessary to reach Substantial and Physical Completion. The Contractor  shall provide the Engineer with a revised schedule indicating when the Contractor expects to  reach substantial and physical completion of the work.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 20                                                                                                  2022    The above process shall be repeated until the Engineer establishes the Substantial Completion  Date and the Contractor considers the work physically complete and ready for final inspection.  1‐05.11(2) Final Inspection and Physical Completion Date  When the Contractor considers the work physically complete and ready for final inspection, the  Contractor by written notice, shall request the Engineer to schedule a final inspection. The  Engineer will set a date for final inspection. The Engineer and the Contractor will then make a  final inspection and the Engineer will notify the Contractor in writing of all particulars in which  the final inspection reveals the work incomplete or unacceptable. The Contractor shall  immediately take such corrective measures as are necessary to remedy the listed deficiencies.  Corrective work shall be pursued vigorously, diligently, and without interruption until physical  completion of the listed deficiencies. This process will continue until the Engineer is satisfied the  listed deficiencies have been corrected.    If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written  notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take  whatever steps are necessary to correct those deficiencies pursuant to Section 1‐05.7.    The Contractor will not be allowed an extension of contract time because of a delay in the  performance of the work attributable to the exercise of the Engineer’s right hereunder.    Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting  Agency, in writing, of the date upon which the work was considered physically complete. That  date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance  of the work or that all the obligations of the Contractor under the contract have been fulfilled.  1‐05.11(3) Operational Testing  It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and  operable system. Therefore when the work involves the installation of machinery or other  mechanical equipment; street lighting, electrical distribution or signal systems; irrigation  systems; buildings; or other similar work it may be desirable for the Engineer to have the  Contractor operate and test the work for a period of time after final inspection but prior to the  physical completion date. Whenever items of work are listed in the Contract Provisions for  operational testing they shall be fully tested under operating conditions for the time period  specified to ensure their acceptability prior to the Physical Completion Date. During and following  the test period, the Contractor shall correct any items of workmanship, materials, or equipment  which prove faulty, or that are not in first class operating condition. Equipment, electrical  controls, meters, or other devices and equipment to be tested during this period shall be tested  under the observation of the Engineer, so that the Engineer may determine their suitability for  the purpose for which they were installed. The Physical Completion Date cannot be established  until testing and corrections have been completed to the satisfaction of the Engineer.    The costs for power, gas, labor, material, supplies, and everything else needed to successfully  complete operational testing, shall be included in the unit contract prices related to the system  being tested, unless specifically set forth otherwise in the proposal.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 21                                                                                                  2022  Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s  guaranties or warranties furnished under the terms of the contract.  1‐05.14  Cooperation With Other Contractors  1‐05.14(1)  Cooperation and Coordination for Bridge Condition Inspection  (******)  Section 1‐05.14(1) is an added new section.    The Bronson Way Bridge, Renton‐42, is presently scheduled for a bridge condition inspection on  September 7, 2022. This is an in‐depth, fracture critical inspection that will be performed by King  County, Department of Local Services, Road Services Division, Engineering Services Section,  Bridge Inspection Unit for the Contracting Agency. Typically, this type of bridge condition  inspection is performed every other year with an Under Bridge Inspection Truck (UBIT). However,  given that the Work in this Contract includes the installation of a work platform, installation of a  containment system for cleaning and painting, an anticipated Bridge Closure Period where no  vehicles will be allowed on the bridge and the schedule for these work activities is not presently  known, the Contractor shall cooperate and coordinate with the Contracting Agency to allow  access to the work platform for the King County Bridge Inspection Unit to conduct the bridge  condition inspection. Should the schedule of work activities result in a situation where the steel  elements of the bridge are not accessible for the bridge condition inspection (e.g. the  containment system for cleaning and painting is in place), the Contractor shall cooperate and  coordinate with the Contracting Agency to schedule a date and time during which the King  County Bridge Inspection Unit can conduct the bridge condition inspection of this bridge, utilizing  the work platform.       Payment  All costs to comply with this special provision are incidental to the contract and are the  responsibility of the Contractor. The Contractor shall include all related costs in the associated  bid prices of the contract.  1‐05.15  Method of Serving Notices  (March 25, 2009 APWA GSP)  Revise the second paragraph to read:    All correspondence from the Contractor shall be directed to the Project Engineer.  All  correspondence from the Contractor constituting any notification, notice of protest, notice of  dispute, or other correspondence constituting notification required to be furnished under the  Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project  Engineer's office.  Electronic copies such as e‐mails or electronically delivered copies of  correspondence will not constitute such notice and will not comply with the requirements of the  Contract.  1‐05.16 Water and Power  (October 1, 2005 APWA GSP)     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 22                                                                                                  2022  Section 1‐05.16 is an added new section.    The Contractor shall make necessary arrangements, and shall bear the costs for power and water  necessary for the performance of the work, unless the contract includes power and water as a  pay item.  1‐05.17 Contractor’s Daily Diary  (******)  Section 1‐05.17 is an added new section.    The Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record  of this Work. This Diary will be created by pen entries in a hard‐bound diary book of the type that  is commonly available through commercial outlets. The Diary must contain the Project and  Number if the Diary is in loose‐leaf form, this information must appear on every page. The Diary  must be kept and maintained by Contractor’s designated project superintendent(s). Entries must  be made on a daily basis and must accurately represent all of the project activities on each day.     At a minimum, the Diary shall show on a daily basis:    1. The day and date.  2. The weather conditions, including changes throughout the day.   3. A complete description of the work accomplished during the day with adequate references  to the Plans and Contract Provisions so that the reader can easily and accurately identify said  work in the Plans. Identify location/description of photographs or videos taken that day.   4. An entry for each and every changed condition, dispute or potential dispute, incident,  accident, or occurrence of any nature whatsoever which might affect Contractor, Contracting  Agency, or any third party in any manner.   5. Listing of any materials received and stored on‐ or off‐site by Contractor for future  installation, to include the manner of storage and protection of the same.   6. Listing of materials installed during each day.   7. List of all subcontractors working on‐site during each day.   8. List of the number of Contractor’s employees working during each day by category of  employment.   9. List of Contractor’s equipment working on the site during each day. Idle equipment on the  site shall be listed and designated as idle. Equipment on stand‐by on the site shall be listed  and designated as on stand‐by.   10. Notations to explain inspections, testing, stake‐out, and all other services furnished by  Contracting Agency or other party during each working day on‐site.   11. Entries to verify the daily (including non‐working days) inspection and maintenance of traffic  control devices and condition of the traveled roadway surfaces. Contractor shall not allow  any conditions to develop that would be hazardous to the public.   12. Any other information that serves to give an accurate and complete record of the nature,  quantity, and quality of Contractor’s progress on each day.   13. Plan markups showing locations and dimensions of constructed features to be used by  Engineer to produce record drawings.   14. All pages of the diary must be numbered consecutively with no omissions in page numbers.      Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 23                                                                                                  2022  15. Each page must be signed and dated by the Contractor’s official representative on the  project.    Contractor may use additional sheets separate from the diary book if necessary to provide a  complete diary record, but they must be signed, dated, and labeled with project name and  number.     It is expressly agreed between Contractor and Contracting Agency that the Daily Diary  maintained by Contractor shall be the “Contractor’s Book of Original Entry” for the  documentation of any potential claims or disputes that might arise during this Contract. Failure  of the Contractor to maintain this Diary in the manner described above will constitute a waiver  of any such claims or disputes by Contractor.     Engineer or Contracting Agency’s representative on‐site will also complete an Inspector Daily  Report (IDR) for each day work is performed.      Payment  All costs to comply with this special provision are incidental to the contract and are the  responsibility of the Contractor. The Contractor shall include all related costs in the associated  bid prices of the contract.  1‐06 Control of Material  1‐06.1 Approval of Materials Prior to Use  1‐06.1(2) Request for Approval of Materials (RAM)  (******)  Supplement Section 1‐06.1(2) with the following:    The Engineer will require up to 7 calendar days from the date each RAM is submitted until it is  returned to the Contractor. The Contractor shall not proceed with the Work to incorporate the  materials included in each RAM until each RAM is approved by the Engineer. As applicable,  comments from the Engineer regarding a submitted RAM shall be addressed and resubmitted to  the Engineer. Each resubmitted RAM will require up to 7 calendar days from the date of  submission until it is returned to the Contractor.    1‐06.6  Recycled Materials  (January 4, 2016 APWA GSP)  Delete Section 1‐06.6, including its subsections, and replace it with the following:    The Contractor shall make their best effort to utilize recycled materials in the construction of the  project. Approval of such material use shall be as detailed elsewhere in the Standard  Specifications.          Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 24                                                                                                  2022  Prior to Physical Completion the Contractor shall report the quantity of recycled materials that  were utilized in the construction of the project for each of the items listed in Section 9‐03.21. The  report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace  slag and other recycled materials (e.g. utilization of on‐site material and aggregates from  concrete returned to the supplier). The Contractor’s report shall be provided on DOT form 350‐ 075 Recycled Materials Reporting.  1‐07 Legal Relations and Responsibilities to the Public  1‐07.1 Laws to be Observed  (October 1, 2005 APWA GSP)  Supplement Section 1‐07.1 with the following:    In cases of conflict between different safety regulations, the more stringent regulation shall  apply.    The Washington State Department of Labor and Industries shall be the sole and paramount  administrative agency responsible for the administration of the provisions of the Washington  Industrial Safety and Health Act of 1973 (WISHA).    The Contractor shall maintain at the project site office, or other well known place at the project  site, all articles necessary for providing first aid to the injured.  The Contractor shall establish,  publish, and make known to all employees, procedures for ensuring immediate removal to a  hospital, or doctor’s care, persons, including employees, who may have been injured on the  project site.  Employees should not be permitted to work on the project site before the  Contractor has established and made known procedures for removal of injured persons to a  hospital or a doctor’s care.    The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the  Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their  failure, or improper maintenance, use, or operation.  The Contractor shall be solely and  completely responsible for the conditions of the project site, including safety for all persons and  property in the performance of the work.  This requirement shall apply continuously, and not be  limited to normal working hours.  The required or implied duty of the Engineer to conduct  construction review of the Contractor’s performance does not, and shall not, be intended to  include review and adequacy of the Contractor’s safety measures in, on, or near the project site.    (September 3, 2019 WSDOT GSP)  Section 1‐07.1 is supplemented with the following:    Lead Health Protection Program  Structural and non‐structural materials located at the project site *** Bronson Way Bridge ***  contain lead‐based products.  The Contractor shall be fully responsible for the safety and health  of all on‐site workers and compliant with Washington Administrative Code (WAC 296‐155‐176).   The Contractors Lead Health Protection Program shall be submitted to the Contracting Agency     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 25                                                                                                  2022  as a Type 2 Working Drawing prior to the Contractor beginning work involving exposure to lead  contamination. The Contractor shall communicate with the Engineer to ensure a coordinated  effort for providing and maintaining a safe worksite for both the Contracting Agency’s and  Contractor’s workers.    Construction Requirements  The Contractor shall be responsible for the containment measures required to provide and  maintain a safe and healthful jobsite for the duration of the project in accordance with all  applicable laws and this Special Provision.    Payment  All costs to comply with this Special Provision for the Lead Health Protection laws and regulations  are the responsibility of the Contractor and shall be included in related items of work.  1‐07.2  State Taxes  (June 27, 2011 APWA GSP)  Delete Section 1‐07.2 and replace it with the following:  1‐07.2 State Sales Tax  The Washington State Department of Revenue has issued special rules on the State sales tax.   Sections 1‐07.2(1) through 1‐07.2(3) are meant to clarify those rules.  The Contractor should  contact the Washington State Department of Revenue for answers to questions in this area.  The  Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood  tax liability.    The Contractor shall include all Contractor‐paid taxes in the unit bid prices or other contract  amounts.  In some cases, however, state retail sales tax will not be included.  Section 1‐07.2(2)  describes this exception.    The Contracting Agency will pay the retained percentage (or release the Contract Bond if a  FHWA‐funded Project) only if the Contractor has obtained from the Washington State  Department of Revenue a certificate showing that all contract‐related taxes have been paid (RCW  60.28.051).  The Contracting Agency may deduct from its payments to the Contractor any amount  the Contractor may owe the Washington State Department of Revenue, whether the amount  owed relates to this contract or not.  Any amount so deducted will be paid into the proper State  fund.  1‐07.2(1)  State Sales Tax — Rule 171   WAC 458‐20‐171, and its related rules, apply to building, repairing, or improving streets, roads,  etc., which are owned by a municipal corporation, or political subdivision of the state, or by the  United States, and which are used primarily for foot or vehicular traffic.  This includes storm or  combined sewer systems within and included as a part of the street or road drainage system and  power lines when such are part of the roadway lighting system.  For work performed in such  cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid  item prices, or other contract amounts, including those that the Contractor pays on the purchase  of the materials, equipment, or supplies used or consumed in doing the work.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 26                                                                                                  2022  1‐07.2(2)  State Sales Tax — Rule 170   WAC 458‐20‐170, and its related rules, apply to the constructing and repairing of new or existing  buildings, or other structures, upon real property.  This includes, but is not limited to, the  construction of streets, roads, highways, etc., owned by the state of Washington; water mains  and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and  disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph,  electrical power distribution lines, or other conduits or lines in or above streets or roads, unless  such power lines become a part of a street or road lighting system; and installing or attaching of  any article of tangible personal property in or to real property, whether or not such personal  property becomes a part of the realty by virtue of installation.    For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail  sales tax on the full contract price.  The Contracting Agency will automatically add this sales tax  to each payment to the Contractor.  For this reason, the Contractor shall not include the retail  sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with  the following exception.    Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a  subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable  supplies not integrated into the project.  Such sales taxes shall be included in the unit bid item  prices or in any other contract amount.  1‐07.2(3)  Services   The Contractor shall not collect retail sales tax from the Contracting Agency on any contract  wholly for professional or other services (as defined in Washington State Department of Revenue  Rules 138 and 244).  1‐07.4 Sanitation  1‐07.4(2)  Health Hazards  (August 7, 2017 WSDOT GSP)  Section 1‐07.4(2) is revised to read:    This project site is known to be occupied by transients and therefore contains biological hazards  and associated physical hazards.  These may include, but not be limited to violent and dangerous  individuals, hypodermic needles, garbage, broken glass, human and animal excrement, drug  paraphernalia, and other hazards.     The Contractor shall take precautions and perform any necessary Work required to provide and  maintain a safe and healthful jobsite for all workers and the public for the duration of the project  in accordance with all applicable laws and contract requirements.      The Contractor shall ensure that the public, including persons who may be non‐English speaking  or those who may not be able to recognize potential safety and health hazards within the project  area, are not harmed by the Contractors activities.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 27                                                                                                  2022  Nothing required by this Specification shall operate as a waiver of the Contractor’s responsibility  for taking all steps necessary to ensure the safety of the public under Section 1‐07.23 or  responsibility for liability and damages under Section 1‐07.14 or for any other responsibility  under the Contract or as may be required by law.    Health and Safety Plan  The Contractor shall prepare a written Health and Safety Plan.  The plan shall be prepared under  the supervision of a certified industrial hygienist and shall incorporate all required County, State,  and Federal health and safety provisions.  The plan shall include requirements of the Federal  Occupational Safety and Health Act of 1970 (OSHA), all amendments, and all other applicable  health regulations.    Preparation of the Health and Safety Plan shall include an initial site assessment by the industrial  hygienist.  The plan shall break initial cleanup of the project into identifiable construction areas.   The plan shall be submitted to the Engineer prior to commencing cleanup Work.  At least one  copy of the plan shall be posted at the work site while cleanup Work is in progress.  The industrial  hygienist shall perform one or more follow‐up site assessments as needed to approve the site  following completion of the initial site cleanup.    Public Notification  The Contractor shall furnish and install the “No Trespassing” signs shown in the Plans at locations  staked by the Engineer at least 72 hours prior to performing site cleanup or any potentially  hazardous Work (such as clearing or operating equipment).    At the same time that “No Trespassing” signs are posted, provide written notification of the  following to the Engineer and to the chief law enforcement officer of the local governmental  entity where the Work will occur:    1. The precise location of each area that is posted “No Trespassing”;  2. The date and time that each site was posted “No Trespassing”;  3. The date, time, description and duration of the Work to be performed at each site.    At least 72 hours prior to performing site cleanup in Work areas containing encampments (such  as tents, makeshift dwellings, sleeping sites, or accumulations of personal property that are not  refuse), the Contractor shall post a notification at each encampment area.  Each notice shall:    1. Be weather resistant, and written in both English and Spanish.  2. Be affixed to each dwelling or post mounted within 10‐feet of each encampment;  3. State the Prime Contractor’s company name as the entity that performed the cleanup as  required by the Washington State Department of Transportation;  4. Provide the date that the notice is posted;  5. Provide date(s) and time(s) that cleanup will occur;  6. Provide the telephone number, business hours and physical address of the location where  stored personal property may be claimed.  7. State that personal property will be stored for 70‐days from the date of removal, and if  unclaimed within that time, will be disposed of.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 28                                                                                                  2022  At the same time that notifications are posted at encampment areas, provide written notification  of the schedule to perform site cleanup to the Engineer and to the following advocacy groups:    N/A    Acceptance of signs and notifications will be based on visual inspection that the sign and  notifications meet these requirements.    Site Cleanup of Biological and Physical Hazards  An initial cleanup of the site, including all preparatory work required to make the worksite  sanitary and safe in accordance with applicable laws and with the Contract, shall be completed  to remove all individuals, encampments, and personal property from areas signed “No  Trespassing”, and to address all biological and associated physical hazards present on the project.   Necessary worker training, on and off site preparations, and personal protective equipment shall  be provided by the Contractor to complete this Work.  If aggressive or violent individuals are  encountered, the Contractor shall notify the local law enforcement agency to assist them in  clearing the Work area.    Site cleanup of individual areas identified in the Health and Safety Plan shall be performed no  more than 30 days in advance of performing other Work in each area.    The refuse generated by the site cleanup shall become the property of the Contractor and shall  be removed from the project.  Personal property shall be handled as required by this  Specification and applicable laws.    Removal, Storage and Return of Personal Property  Personal property may include radios, audio and video equipment, sleeping bags, tents, stoves  and cooking utensils, lanterns, flashlights, bed rolls, tarps, foam, canvas, mats, blankets, pillows,  medication, personal papers, photographs, books and other reading materials, luggage,  backpacks or other storage containers, clothing, towels, shoes, toiletries and cosmetics, clocks  and watches, and eye glasses.  Personal property does not include building materials such as  wood products, metal, or rigid plastic.    Personal property items that are not refuse, contaminated, illegal or hazardous shall be removed  from the Work area and stored at a location near the project site for return to the property  owner.  Items shall be placed in large transparent plastic bags and stored in a manner that  protects them from adverse weather and theft.  Reasonable efforts shall be made to place all  items from each encampment into a separate bag.  Each bag shall be labeled with an inventory  to include a brief description of the contents, a description of the location that it was removed  from, and the date that it was removed from the Work area.  The Contractor shall not open closed  items of personal property unless, in its determination, it is necessary to do so to protect public  safety.    The Contractor shall retain the property for 70‐days.    If the name and contact information of the owner of a personal property item is identified on  that item, then for a period of not less than 10‐days after removing the property from the Work     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 29                                                                                                  2022  area, the Contractor shall attempt to notify the apparent owner of the property and make  arrangements for the owner to claim the property.    The Contractor shall release the property to any individual who claims ownership provided they  are able to establish ownership by identifying the property and its approximate location.  The  Contractor shall maintain a record of all property that is claimed.  The record shall include a  description of the property, the date claimed, and the name of the claimant.    If personal property is not claimed within 70‐days of removal from the encampment, then the  property shall become the property of the Contractor and shall be removed from the project.    Site Preservation   The Contractor shall preserve the site after initial cleanup of biological and physical hazards.    On a daily basis and prior to performing any Work in areas where pedestrians or encampments  may be present, the Contractor shall verify that the Work area is cleared of all persons not  associated with the project.  Individuals may seek shelter in dumpsters, equipment, under  blankets, or other places hidden from view.  Individuals may be disabled, or under the influence  of alcohol or drugs and it should not be assumed that loud construction noise will wake them.    If the worksite becomes unsanitary or unsafe due to new encampments or new biological and  associated physical hazards after initial cleanup is completed, then the Contractor shall perform  additional site assessment, additional notification and additional cleanup.     The Engineer may authorize additional site preservation measures.  The nature and frequency of  these measures will be as agreed to by the Engineer.  Additional site preservation measures may  include the use of fencing, lighting, or security, provided it is approved in advance by the  Engineer.  Work performed without Engineer authorization will not be eligible for payment.    Measurement  No trespassing signs will be measured per each.    Payment  Payment will be made for the following bid items when they are included in the proposal:    “No Trespassing Sign”, per each.    The unit contract price per each “No Trespassing Sign” shall be full payment for all Work  required to furnish, install, maintain and remove the signs.    “Health and Safety Plan”, lump sum.    The lump sum unit contract price for “Health and Safety Plan” shall be full payment for all  Work associated with the preparation and implementation of the Health and Safety Plan  including the initial and follow up assessment(s) for initial site cleanup, worker training and  personal protective equipment, and providing required notifications.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 30                                                                                                  2022  "FA‐Site Cleanup of Bio. And Physical Hazards”, by force account as provided in Section  1 09.6.    Removal and disposal of biological and physical hazards; removal of individuals and  encampments; removal, storage, and return of personal property; disposal of unclaimed  personal property; additional site assessment, notifications, worker training and personal  protective equipment required after the initial site cleanup is completed; and site  preservation Work authorized by the Engineer will be paid for by force account in accordance  with Section 1‐09.6.    For the purpose of providing a common proposal for all bidders, the Contracting Agency has  entered an amount for the item “FA‐Site Cleanup of Bio. And Physical Hazards” in the bid  proposal to become a part of the total bid by the Contractor.  1‐07.5 Environmental Regulations  1‐07.5(7) City of Renton Aquifer Protection Area (APA) Zone 1  (******)  Section 1‐07.5(7) is an added new Section.    The Bronson Way Bridge (and surrounding vicinity within a minimum of three (3) City blocks from  the bridge) is located within the City of Renton Aquifer Protection Area (APA) Zone 1.     The following standard shall apply to construction activities occurring in the Aquifer Protection  Area if construction vehicles and equipment will be refueled on site and/or the quantity of  hazardous materials that will be stored, dispensed, used, and handled on the construction site,  exclusive of the quantity of hazardous materials contained in fuel or fluid reservoirs of  construction vehicles and equipment, will exceed twenty (20) gallons. Weight of solid hazardous  materials will be converted to volumes for the purposes of determining whether exceedance of  twenty (20) gallons is de minimis. Ten (10) pounds shall be considered equal to one gallon.     1. Designated Person: There shall be a designated person on site during operating hours who is  responsible for supervising the use, storage, and handling of hazardous materials and who  shall take appropriate mitigating actions necessary in the event of spill or fire.   2. Secondary Containment: Hazardous material storage, dispensing, and refueling areas and, to  the extent possible, use and handling areas shall be provided with secondary containment.  3. Securing Hazardous Materials: Hazardous materials left on site when the site is unsupervised  must be inaccessible to the public. Locked storage containers (e.g. conex box), locking  fencing, locked fuel tanks on construction vehicles and equipment, or other techniques may  be used if they preclude access.   4. Removal of Leaking Vehicles and Equipment: Construction vehicles and equipment that are  found to be leaking fuel, hydraulic fluid, and/or other hazardous materials shall be removed  from the site.   5. Flammable and Combustible Liquids – Storage and Dispensing: Storage of flammable and  combustible liquids on site when the site is unsupervised is prohibited. Dispensing of  flammable and combustible liquids from tanks, containers, and tank vehicles into the fuel     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 31                                                                                                  2022  and fuel reservoirs of construction vehicles and equipment on the construction site shall be  in accordance with these standards.   6. Clean‐up Equipment and Supplies: Equipment and supplies adequate for the immediate  clean‐up of the worst case release shall be stored on the construction site in close proximity  to hazardous materials.   7. Unauthorized Releases: Unauthorized releases shall immediately be contained, reported to  the Engineer, and cleaned up.     Payment  All costs to comply with this special provision are incidental to the contract and are the  responsibility of the Contractor. The Contractor shall include all related costs in the associated  bid prices of the contract.  1‐07.6 Permits and Licenses  (January 2, 2018 WSDOT GSP)  Section 1‐07.6 is supplemented with the following:    The Contracting Agency has obtained the below‐listed permit(s) for this project. A copy of the  permit(s) is attached as an appendix for informational purposes. Copies of these permits,  including a copy of the Transfer of Coverage form, when applicable, are required to be onsite at  all times.    Contact with the permitting agencies, concerning the below‐listed permit(s), shall be made  through the Engineer with the exception of when the Construction Stormwater General Permit  coverage is transferred to the Contractor, direct communication with the Department of Ecology  is allowed.  The Contractor shall be responsible for obtaining Ecology’s approval for any Work  requiring additional approvals (e.g. Request for Chemical Treatment Form).  The Contractor shall  obtain additional permits as necessary. All costs to obtain and comply with additional permits  shall be included in the applicable Bid items for the Work involved.    *** See Appendix D for a copy of permits obtained for the Work. ***  1‐07.7 Load Limits  (March 13, 1995 WSDOT GSP)  Section 1‐07.7 is supplemented with the following:    If the sources of materials provided by the Contractor necessitates hauling over roads other than  State Highways, the Contractor shall, at the Contractor’s expense, make all arrangements for the  use of the haul routes.  1‐07.9 Wages  1‐07.9(2) Posting Notices  (January 10, 2022 WSDOT GSP)     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 32                                                                                                  2022  Item number 11 in Section 1‐07.9(2) is revised to read:    11. F700‐074‐000 – Your Rights as a Worker in Washington State by Washington State  Department of Labor and Industries (L&I). Post on all projects.  1‐07.9(5) Required Documents  (January 3, 2020  APWA GSP)  Delete Section 1‐07.9(5) and replace it with the following:    General  All “Statements of Intent to Pay Prevailing Wages”, “Affidavits of Wages Paid” and Certified  Payrolls, including a signed Statement of Compliance for Federal‐aid projects, shall be submitted  to the Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system.    Intents and Affidavits  On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the  Engineer the following for themselves and for each firm covered under RCW 39.12 that will or  has provided Work and materials for the Contract:    1. The approved “Statement of Intent to Pay Prevailing Wages” State L&I’s form number F700‐ 029‐000. The Contracting Agency will make no payment under this Contract until this  statement has been approved by State L&I and reviewed by the Engineer.    2. The  approved “Affidavit of Prevailing Wages Paid”, State L&I’s form number F700‐007‐000.  The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid  for the Contractor and all Subcontractors have been received by the Engineer. The  Contracting Agency will not release to the Contractor any funds retained under RCW  60.28.011 until “Affidavit of Prevailing Wages Paid” forms have been approved by State L&I  and all of the approved forms have been submitted to the Engineer for every firm that  worked on the Contract.    The Contractor is responsible for requesting these forms from State L&I and for paying any fees  required by State L&I.    Certified Payrolls  Certified payrolls are required to be submitted by the Contractor for themselves, all  Subcontractors and all lower tier subcontractors. The payrolls shall be submitted weekly on all  Federal‐aid projects and no less than monthly on State funded projects.    Penalties for Noncompliance  The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, any  or all payments may be withheld until compliance is achieved. In addition, failure to provide these  payrolls may result in other sanctions as provided by State laws (RCW 39.12.050) and/or Federal  regulations (29 CFR 5.12).        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 33                                                                                                  2022  1‐07.18   Public Liability and Property Damage Insurance  (January 4, 2016 APWA GSP)  Delete Section 1‐07.18 in its entirety, and replace it with the following:  1‐07.18   Insurance   1‐07.18(1)   General Requirements  A. The Contractor shall procure and maintain the insurance described in all subsections of  section 1‐07.18 of these Special Provisions, from insurers with a current A. M. Best rating of  not less than A‐: VII and licensed to do business in the State of Washington.  The Contracting  Agency reserves the right to approve or reject the insurance provided, based on the insurer’s  financial condition.    B. The Contractor shall keep this insurance in force without interruption from the  commencement of the Contractor’s Work through the term of the Contract and for thirty  (30) days after the Physical Completion date, unless otherwise indicated below.      C. If any insurance policy is written on a claims made form, its retroactive date, and that of all  subsequent renewals, shall be no later than the effective date of this Contract.  The policy  shall state that coverage is claims made, and state the retroactive date.  Claims‐made form  coverage shall be maintained by the Contractor for a minimum of 36 months following the  Completion Date or earlier termination of this Contract, and the Contractor shall annually  provide the Contracting Agency with proof of renewal.  If renewal of the claims made form  of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase  an extended reporting period (“tail”) or execute another form of guarantee acceptable to  the Contracting Agency to assure financial responsibility for liability for services performed.    D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or Umbrella  Liability insurance policies shall be primary and non‐contributory insurance as respects the  Contracting Agency’s insurance, self‐insurance, or self‐insured pool coverage. Any insurance,  self‐insurance, or self‐insured pool coverage maintained by the Contracting Agency shall be  excess of the Contractor’s insurance and shall not contribute with it.      E. The Contractor shall provide the Contracting Agency and all additional insureds with written  notice of any policy cancellation, within two business days of their receipt of such notice.    F. The Contractor shall not begin work under the Contract until the required insurance has been  obtained and approved by the Contracting Agency    G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a  material breach of contract, upon which the Contracting Agency may, after giving five  business days’ notice to the Contractor to correct the breach, immediately terminate the  Contract or, at its discretion, procure or renew such insurance and pay any and all premiums  in connection therewith, with any sums so expended to be repaid to the Contracting Agency  on demand, or at the sole discretion of the Contracting Agency, offset against funds due the  Contractor from the Contracting Agency.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 34                                                                                                  2022    H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of  the Contract and no additional payment will be made.  1‐07.18(2)   Additional Insured   All insurance policies, with the exception of Workers Compensation, and of Professional Liability  and Builder’s Risk (if required by this Contract) shall name the following listed entities as  additional insured(s) using the forms or endorsements required herein:     the Contracting Agency and its officers, elected officials, employees, agents, and volunteers;   Consultants hired by the Contracting Agency to provide engineering support during  construction of this project;      Consultants hired by the Contracting Agency to provide environmental support during  construction of this project;   Consultants hired by the Contracting Agency to provide construction management,  inspection and materials testing services for this project.    The above‐listed entities shall be additional insured(s) for the full available limits of liability  maintained by the Contractor, irrespective of whether such limits maintained by the Contractor  are greater than those required by this Contract, and irrespective of whether the Certificate of  Insurance provided by the Contractor pursuant to 1‐07.18(4) describes limits lower than those  maintained by the Contractor.      For Commercial General Liability insurance coverage, the required additional insured  endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and  CG 20 37 10 01 for completed operations.  1‐07.18(3)   Subcontractors   The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that  complies with all applicable requirements of the Contractor‐provided insurance as set forth  herein, except the Contractor shall have sole responsibility for determining the limits of coverage  required to be obtained by Subcontractors.      The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1 07.18(2)  as additional insureds, and provide proof of such on the policies as required by that section as  detailed in 1‐07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing  operations and CG 20 37 10 01 for completed operations.     Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency  evidence of insurance and copies of the additional insured endorsements of each Subcontractor  of every tier as required in 1‐07.18(4) Verification of Coverage.   1‐07.18(4)   Verification of Coverage  The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and  endorsements for each policy of insurance meeting the requirements set forth herein when the  Contractor delivers the signed Contract for the work.  Failure of Contracting Agency to demand  such verification of coverage with these insurance requirements or failure of Contracting Agency     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 35                                                                                                  2022  to identify a deficiency from the insurance documentation provided shall not be construed as a  waiver of Contractor’s obligation to maintain such insurance.     Verification of coverage shall include:    1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent.  2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1‐ 07.18(2) as additional insured(s), showing the policy number.  The Contractor may submit a  copy of any blanket additional insured clause from its policies instead of a separate  endorsement.    3. Any other amendatory endorsements to show the coverage required herein.  4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these  requirements – actual endorsements must be submitted.    Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency  a full and certified copy of the insurance policy(s).  If Builders Risk insurance is required on this  Project, a full and certified copy of that policy is required when the Contractor delivers the signed  Contract for the work.  1‐07.18(5)   Coverages and Limits   The insurance shall provide the minimum coverages and limits set forth below.  Contractor’s  maintenance of insurance, its scope of coverage, and limits as required herein shall not be  construed to limit the liability of the Contractor to the coverage provided by such insurance, or  otherwise limit the Contracting Agency’s recourse to any remedy available at law or in equity.    All deductibles and self‐insured retentions must be disclosed and are subject to approval by the  Contracting Agency.  The cost of any claim payments falling within the deductible or self‐insured  retention shall be the responsibility of the Contractor.  In the event an additional insured incurs  a liability subject to any policy’s deductibles or self‐insured retention, said deductibles or self‐ insured retention shall be the responsibility of the Contractor.  1‐07.18(5)A  Commercial General Liability  Commercial General Liability insurance shall be written on coverage forms at least as broad as  ISO occurrence form CG 00 01, including but not limited to liability arising from premises,  operations, stop gap liability, independent contractors, products‐completed operations,  personal and advertising injury, and liability assumed under an insured contract.  There shall be  no exclusion for liability arising from explosion, collapse or underground property damage.    The Commercial General Liability insurance shall be endorsed to provide a per project general  aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.     Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s  completed operations for at least three years following Substantial Completion of the Work.    Such policy must provide the following minimum limits:    $1,000,000 Each Occurrence     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 36                                                                                                  2022  $2,000,000  General Aggregate   $2,000,000 Products & Completed Operations Aggregate  $1,000,000 Personal & Advertising Injury each offence  $1,000,000 Stop Gap / Employers’ Liability each accident  1‐07.18(5)B   Automobile Liability  Automobile Liability shall cover owned, non‐owned, hired, and leased vehicles; and shall be  written on a coverage form at least as broad as ISO form CA 00 01.  If the work involves the  transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48  endorsements.    Such policy must provide the following minimum limit:    $1,000,000  Combined single limit each accident  1‐07.18(5)C   Workers’ Compensation  The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial  Insurance laws of the State of Washington.  1‐07.23 Public Convenience and Safety  1‐07.23(1) Construction Under Traffic  (May 2, 2017 APWA GSP)  Revise the third sentence of the second paragraph to read:    Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if approved  by the Contracting Agency activating pedestrian recall timing or other accommodation may be  allowed during construction.  (******)  Section 1‐07.23(1) is supplemented with the following:    During the setup, use and removal of the containment system for paint removal, cleaning and  painting operations, traffic over the bridge may be restricted as follows:    Close the outside traffic lane for each direction of travel over the bridge.    Whenever the Contractor’s operations require lane reductions restricting the flow of traffic, the  Contractor shall furnish, maintain, and operate a sequential arrow sign, for each lane closure, as  specified in the Special Provision 1‐10.3(3)B Sequential Arrow Signs.    Bridge sidewalks may be closed to pedestrian traffic as long as the Pedestrian Detour Route signs  are in place as shown in the Traffic Control Plans included in Volume 2 of the contract or in Traffic  Control Plans submitted by the Contractor and approved by the Contracting Agency.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 37                                                                                                  2022  1‐07.23(4) Construction and Bridge Closure  (******)  Section 1‐07.23(4) is an added new section.    This project is located on a principal arterial surrounded by businesses, residences, a park and  library. Due to the proximity of the project site to the residences, night work will not be allowed.  Since the project includes replacement of the existing bridge bearings and bearing replacement  requires bridge jacking with no vehicular traffic allowed on the bridge while the bridge is  elevated, a full closure of the bridge is anticipated and will be allowed. A Bridge Closure Period is  defined as a full closure of the bridge to vehicular and pedestrian traffic for 24‐hours per day,  over consecutive days, for an extended period of time.     The Contractor will be allowed one (1) Bridge Closure Period that shall not exceed 28 consecutive  calendar days. The Bridge Closure Period shall not coincide with Renton River Days, scheduled  for Saturday, July 23, 2022.      The Bridge Closure Period shall be highlighted in the Progress Schedule. The Contractor shall  inform the Engineer in writing of the start date for the Bridge Closure Period, fourteen (14)  calendar days in advance of the actual start date. The Contractor shall not begin the Bridge  Closure Period until the Contractor receives authorization from the Engineer.     The Contractor shall install advanced construction notification of the Bridge Closure Period,  seven (7) calendar days in advance of the actual start date. Refer to the Advanced Construction  Notification sheet in the Contract drawings for signage, PCMS messaging and placement  locations. During the Bridge Closure Period, the Contractor shall provide a means for USPS (daily  mail delivery and pickup) and Republic Services (garbage/recycle/yard waste pickup on Mondays)  to access to N. Riverside Dr. from Bronson Way N.     The following work activities are anticipated to occur during the Bridge Closure Period:    1. Elevate superstructure to remove existing bearings, place shear block bearing pedestals,  install elastomeric pads and lower superstructure onto the new bearings.   2. Remove asphalt wearing course from bridge deck.  3. Remove existing expansion joints.  4. Repair concrete deck and concrete curbs.  5. Modify bridge deck drain grates.  6. Place concrete headers and install compression seals.  7. Prep and clean deck.   8. Install waterproof membrane.  9. Overlay bridge deck with HMA.  10. Place permanent lane markings.      With the exception of the Bridge Closure Period described above, the Contractor shall maintain  a minimum of three (3) lanes of travel over the bridge, two (2) in the south/west bound direction  (towards downtown) and one (1) north/east bound direction.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 38                                                                                                  2022  If the Engineer determines that any lane closure is not warranted (e.g. due to a lack of  construction activities, etc.), the Contractor shall re‐open the lane(s), as directed by the Engineer.  1‐07.24 Rights of Way   (July 23, 2015  APWA GSP)  Delete Section 1‐07.24 and replace it with the following:    Street Right of Way lines, limits of easements, and limits of construction permits are indicated in  the Plans. The Contractor’s construction activities shall be confined within these limits, unless  arrangements for use of private property are made.    Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and  easements, both permanent and temporary, necessary for carrying out the work.  Exceptions to  this are noted in the Bid Documents or will be brought to the Contractor’s attention by a duly  issued Addendum.    Whenever any of the work is accomplished on or through property other than public Right of  Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement  agreement obtained by the Contracting Agency from the owner of the private property.  Copies  of the easement agreements may be included in the Contract Provisions or made available to the  Contractor as soon as practical after they have been obtained by the Engineer.    Whenever easements or rights of entry have not been acquired prior to advertising, these areas  are so noted in the Plans.  The Contractor shall not proceed with any portion of the work in areas  where right of way, easements or rights of entry have not been acquired until the Engineer  certifies to the Contractor that the right of way or easement is available or that the right of entry  has been received.  If the Contractor is delayed due to acts of omission on the part of the  Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be  entitled to an extension of time.  The Contractor agrees that such delay shall not be a breach of  contract.    Each property owner shall be given 48 hours notice prior to entry by the Contractor.  This includes  entry onto easements and private property where private improvements must be adjusted.    The Contractor shall be responsible for providing, without expense or liability to the Contracting  Agency, any additional land and access thereto that the Contractor may desire for temporary  construction facilities, storage of materials, or other Contractor needs.  However, before using  any private property, whether adjoining the work or not, the Contractor shall file with the  Engineer a written permission of the private property owner, and, upon vacating the premises,  a written release from the property owner of each property disturbed or otherwise interfered  with by reasons of construction pursued under this contract.  The statement shall be signed by  the private property owner, or proper authority acting for the owner of the private property  affected, stating that permission has been granted to use the property and all necessary permits  have been obtained or, in the case of a release, that the restoration of the property has been  satisfactorily accomplished.  The statement shall include the parcel number, address, and date  of signature.  Written releases must be filed with the Engineer before the Completion Date will  be established.      Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 39                                                                                                  2022  1‐07.24(1) Staging Areas  (******)  Section 1‐07.24(1) is an added new section.     The staging areas shown in the contract drawings are only shown only as potential sites. Not all  staging areas shown on the contract drawings have been secured by the Contracting Agency.  Specifically, those staging areas shown outside of existing right‐of‐way have not been secured by  the Contracting Agency. It is the responsibility of the Contractor to secure the right to use any  staging area that is located outside of the existing right‐of‐way.  1‐08  Prosecution and Progress  1‐08.0 Preliminary Matters  (May 25, 2006 APWA GSP)  Section 1‐08.0 is an added new section.   1‐08.0(1)   Preconstruction Conference  (October 10, 2008 APWA GSP)  Section 1‐08.0(1) is an added new section.     Prior to the Contractor beginning the work, a preconstruction conference will be held  between the Contractor, the Engineer and such other interested parties as may be invited.   The purpose of the preconstruction conference will be:    1. To review the initial progress schedule;  2. To establish a working understanding among the various parties associated or affected  by the work;  3. To establish and review procedures for progress payment, notifications, approvals,  submittals, etc.;  4. To establish normal working hours for the work;  5. To review safety standards and traffic control; and  6. To discuss such other related items as may be pertinent to the work.    The Contractor shall prepare and submit at the preconstruction conference the following:    1. A breakdown of all lump sum items;  2. A preliminary schedule of working drawing submittals; and  3. A list of material sources for approval if applicable.  1‐08.0(2)   Hours of Work  (December 8, 2014 APWA GSP)  Section 1‐08.0(2) is an added new section.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 40                                                                                                  2022  Except in the case of emergency or unless otherwise approved by the Engineer, the normal  working hours for the Contract shall be any consecutive 8‐hour period between 7:00 a.m. and  6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different  than the normal working hours stated above, the request must be submitted in writing prior to  the preconstruction conference, subject to the provisions below.  The working hours for the  Contract shall be established at or prior to the preconstruction conference.      All working hours and days are also subject to local permit and ordinance conditions (such as  noise ordinances).    If the Contractor wishes to deviate from the established working hours, the Contractor shall  submit a written request to the Engineer for consideration.  This request shall state what hours  are being requested, and why.  Requests shall be submitted for review no later than 7 calendar  days prior to the day(s) the Contractor is requesting to change the hours.    If the Contracting Agency approves such a deviation, such approval may be subject to certain  other conditions, which will be detailed in writing.  For example:     1. Considering the work performed on Saturdays, Sundays, and holidays as working days with  regard to the contract time.   2. Considering multiple work shifts as multiple working days with respect to contract time even  though the multiple shifts occur in a single 24‐hour period.  3. If a 4‐10 work schedule is requested and approved the non working day for the week will be  charged as a working day.  4. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded  properly on certified payroll.  1‐08.1  Subcontracting  (May 30, 2019  APWA GSP, Option B)  Delete the ninth paragraph, beginning with “On all projects, the Contractor shall certify…”.  1‐08.3 Progress Schedule  1‐08.3(2) Progress Schedule Types  1‐08.3(2)A Type A Progress Schedule  (March 13, 2012 APWA GSP)  Revise this section to read:    The Contractor shall submit five (5) copies of a Type A Progress Schedule no later than at the  preconstruction conference, or some other mutually agreed upon submittal time. The schedule  may be a critical path method (CPM) schedule, bar chart, or other standard schedule format.  Regardless of which format used, the schedule shall identify the critical path. The Engineer will  evaluate the Type A Progress Schedule and approve or return the schedule for corrections within  15 calendar days of receiving the submittal.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 41                                                                                                  2022  1‐08.3(2)C Sequence of Work  (******)  Section 1‐08.3(2) C is re‐titled and revised to read:    There are three main elements of the Work specified in this contract. They are summarized as  follows:    1. Cleaning and Painting – Remove existing paint and apply new paint.  2. Seismic Retrofit – Bridge jacking and bearing replacement.  3. Bridge Deck – Remove asphalt wearing course, modify expansion joints, modify bridge drains,  repair concrete deck and curbs, waterproofing, paving.     In terms of the three main elements of the Work described above, the construction sequence  proposed in the contract drawings is 1, 2, 3. The Contractor is responsible for determining a  construction sequence that completes the Work within the Time for Completion specified in  Section 1‐08.5, with the restrictions specified in Section 1‐07.23(1) for lane closures and Section  1‐07.23(4) for a full bridge closure. Additionally, when developing the construction sequence and  schedule, the Contractor shall consider and account for the probable weather conditions during  the time of year the Work is to be conducted.  1‐08.4  Prosecution of Work  (July 23, 2015  APWA GSP)  Delete Section 1‐08.4 and replace it with the following:  1‐08.4 Notice to Proceed and Prosecution of Work  Notice to Proceed will be given after the contract has been executed and the contract bond and  evidence of insurance have been approved and filed by the Contracting Agency.  The Contractor  shall not commence with the work until the Notice to Proceed has been given by the Engineer.   The Contractor shall commence construction activities on the project site within ten days of the  Notice to Proceed Date, unless otherwise approved in writing.  The Contractor shall diligently  pursue the work to the physical completion date within the time specified in the contract.   Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor  of the responsibility to complete the work within the time(s) specified in the contract.    When shown in the Plans, the first order of work shall be the installation of high visibility fencing  to delineate all areas for protection or restoration, as described in the Contract. Installation of  high visibility fencing adjacent to the roadway shall occur after the placement of all necessary  signs and traffic control devices in accordance with 1‐10.1(2). Upon construction of the fencing,  the Contractor shall request the Engineer to inspect the fence. No other work shall be performed  on the site until the Contracting Agency has accepted the installation of high visibility fencing, as  described in the Contract.  1‐08.5  Time for Completion  (January 19, 2022 APWA GSP, Option A)     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 42                                                                                                  2022  Revise the third and fourth paragraphs to read:    Contract time shall begin on the first working day following the Notice to Proceed Date.    Each working day shall be charged to the contract as it occurs, until the contract work is physically  complete.  If substantial completion has been granted and all the authorized working days have  been used, charging of working days will cease.  Each week the Engineer will provide the  Contractor a statement that shows the number of working days: (1) charged to the contract the  week before; (2) specified for the physical completion of the contract; and (3) remaining for the  physical completion of the contract.  The statement will also show the nonworking days and any  partial or whole day the Engineer declares as unworkable. The statement will be identified as a  Written Determination by the Engineer.  If the Contractor does not agree with the Written  Determination of working days, the Contractor shall pursue the protest procedures in accordance  with Section 1‐04.5.  By failing to follow the procedures of Section 1‐04.5, the Contractor shall be  deemed as having accepted the statement as correct.  If the Contractor is approved to work 10  hours a day and 4 days a week (a 4‐10 schedule) and the fifth day of the week in which a 4‐10  shift is worked would ordinarily be charged as a working day then the fifth day of that week will  be charged as a working day whether or not the Contractor works on that day.    Revise the sixth paragraph to read:    The Engineer will give the Contractor written notice of the completion date of the contract after  all the Contractor’s obligations under the contract have been performed by the Contractor. The  following events must occur before the Completion Date can be established:    1. The physical work on the project must be complete; and    2. The Contractor must furnish all documentation required by the contract and required by law,  to allow the Contracting Agency to process final acceptance of the contract. The following  documents must be received by the Project Engineer prior to establishing a completion date:    a. Certified Payrolls (per Section 1‐07.9(5)).  b. Material Acceptance Certification Documents  c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract  Provisions.  d. Final Contract Voucher Certification  e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all  Subcontractors  f. A copy of the Notice of Termination sent to the Washington State Department of Ecology  (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of  Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This  requirement will not apply if the Construction Stormwater General Permit is transferred  back to the Contracting Agency in accordance with Section 8‐01.3(16).  g.  Property owner releases per Section 1‐07.24.          Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 43                                                                                                  2022  (March 13, 1995 WSDOT GSP)  Section 1‐08.5 is supplemented with the following:    This project shall be physically completed within *** 60 *** working days.  1‐08.6 Suspension of Work  (January 2, 2018 WSDOT GSP)  Section 1‐08.6 is supplemented with the following:    Contract time may be suspended for procurement of critical materials (Procurement  Suspension). In order to receive a Procurement Suspension, the Contractor shall within 21  calendar days after execution by the Contracting Agency, place purchase orders for all materials  deemed critical by the Contracting Agency for physical completion of the contract. The  Contractor shall provide copies of purchase orders for the critical materials. Such purchase orders  shall disclose the purchase order date and estimate delivery dates for such critical material.     The Contractor shall show procurement of the materials listed below as activities in the Progress  Schedule. If the approved Progress Schedule indicates that the materials procurement are critical  activities, and if the Contractor has provided documentation that purchase orders are placed for  the critical materials within the prescribed 21 calendar days, then contract time will be  suspended upon physical completion of all critical work except that work dependent upon the  below listed critical materials:    Paint required for “Cleaning and Painting”,  Elastomeric pads required for “Elastomeric Pad – Superstr.”  Compression joint seals required for “Expansion Joint Modification ‐ _____”  Elastomeric or Polyester Concrete required for “Expansion Joint Modification ‐ _____”  New steel components required for “Expansion Joint Modification ‐ _____”            Concrete Class 4000 required for “Concrete Class 4000 For Bridge” and “Precast Bearing  Pedestal”  Steel reinforcing bar required for “St. Reinf. Bar for Bridge”  Cementitious materials required for “Bridge Deck Repair”  Cementitious materials required for “Curb Repair”  Cementitious materials required for “Concrete Repair”  Waterproof membrane required for “Waterproof Membrane Br. No. Renton‐42”  HMA required for “HMA CL. 1/2 IN. PG 58H‐22”  New steel components required for “Modify Bridge Drain ‐ _____”      Charging of contract time will resume upon delivery of the critical materials to the Contractor or  120 calendar days after execution by the Contracting Agency, whichever occurs first.  1‐08.9 Liquidated Damages  (March 3, 2021 APWA GSP, Option B)  Revise the second and third paragraphs to read:     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 44                                                                                                  2022    Accordingly, the Contractor agrees:    1. To pay (according to the following formula) liquidated damages for each working day beyond  the number of working days established for Physical Completion, and  2. To authorize the Engineer to deduct these liquidated damages from any money due or  coming due to the Contractor.    Liquidated Damages Formula    LD = 0.15 C / T    Where:  LD = liquidated damages per working day (rounded to the nearest dollar)  C = original Contract amount  T = original time for Physical Completion    When the Contract Work has progressed to Substantial Completion as defined in the Contract,  the Engineer may determine the Contract Work is Substantially Complete.  The Engineer will  notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time  occurring after the date so established, the formula for liquidated damages shown above will not  apply.  For overruns in Contract time occurring after the Substantial Completion Date, liquidated  damages shall be assessed on the basis of direct engineering and related costs assignable to the  project until the actual Physical Completion Date of all the Contract Work.  The Contractor shall  complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the  Contractor shall furnish a written schedule for completing the physical Work on the Contract.  1‐09 Measurement and Payment  1‐09.2 Weighing Equipment  1‐09.2(1) General Requirements for Weighing Equipment  (July 23, 2015 APWA GSP, Option 2)  Revise item 4 of the fifth paragraph to read:    4. Test results and scale weight records for each day’s hauling operations are provided to the  Engineer daily.  Reporting shall utilize WSDOT form 422‐027, Scaleman’s Daily Report, unless  the printed ticket contains the same information that is on the Scaleman’s Daily Report Form.   The scale operator must provide AM and/or PM tare weights for each truck on the printed  ticket.  1‐09.2(5) Measurement  (May 2, 2017 APWA GSP)  Revise the first paragraph to read:       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 45                                                                                                  2022  Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification  checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items  of Work.  1‐09.6 Force Account  (October 10, 2008 APWA GSP)  Supplement Section 1‐09.6 with the following:    The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items  to be paid per force account, only to provide a common proposal for Bidders. All such dollar  amounts are to become a part of Contractor's total bid. However, the Contracting Agency does  not warrant expressly or by implication, that the actual amount of work will correspond with  those estimates. Payment will be made on the basis of the amount of work actually authorized  by Engineer.  1‐09.9 Payments  (January 19, 2022 APWA GSP)  Section 1‐09.9 is revised to read:    The basis of payment will be the actual quantities of Work performed according to the Contract  and as specified for payment.    The Contractor shall submit a breakdown of the cost of lump sum bid items at the  Preconstruction Conference, to enable the Project Engineer to determine the Work performed  on a monthly basis.  A breakdown is not required for lump sum items that include a basis for  incremental payments as part of the respective Specification.  Absent a lump sum breakdown,  the Project Engineer will make a determination based on information available.  The Project  Engineer’s determination of the cost of work shall be final.    Progress payments for completed work and material on hand will be based upon progress  estimates prepared by the Engineer.  A progress estimate cutoff date will be established at the  preconstruction conference.    The initial progress estimate will be made not later than 30 days after the Contractor commences  the work, and successive progress estimates will be made every month thereafter until the  Completion Date.  Progress estimates made during progress of the work are tentative, and made  only for the purpose of determining progress payments.  The progress estimates are subject to  change at any time prior to the calculation of the final payment.    The value of the progress estimate will be the sum of the following:  1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work  completed multiplied by the unit price.  2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum  breakdown for that item, or absent such a breakdown, based on the Engineer’s  determination.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 46                                                                                                  2022  3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other  storage area approved by the Engineer.  4. Change Orders — entitlement for approved extra cost or completed extra work as  determined by the Engineer.    Progress payments will be made in accordance with the progress estimate less:  1. Retainage per Section 1‐09.9(1), on non FHWA‐funded projects;  2. The amount of progress payments previously made; and  3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract  Documents.    Progress payments for work performed shall not be evidence of acceptable performance or an  admission by the Contracting Agency that any work has been satisfactorily completed.  The  determination of payments under the contract will be final in accordance with Section 1 05.1.    Failure to perform any of the obligations under the Contract by the Contractor may be decreed  by the Contracting Agency to be adequate reason for withholding any payments until compliance  is achieved.    Upon completion of all Work and after final inspection (Section 1‐05.11), the amount due the  Contractor under the Contract will be paid based upon the final estimate made by the Engineer  and presentation of a Final Contract Voucher Certification to be signed by the Contractor. The  Contractor's signature on such voucher shall be deemed a release of all claims of the Contractor  unless a Certified Claim is filed in accordance with the requirements of Section 1‐09.11 and is  expressly excepted from the Contractor’s certification on the Final Contract Voucher  Certification. The date the Contracting Agency signs the Final Contract Voucher Certification  constitutes the final acceptance date (Section 1‐05.12).    If the Contractor fails, refuses, or is unable to sign and return the Final Contract Voucher  Certification or any other documentation required for completion and final acceptance of the  Contract, the Contracting Agency reserves the right to establish a Completion Date (for the  purpose of meeting the requirements of RCW 60.28) and unilaterally accept the Contract.  Unilateral final acceptance will occur only after the Contractor has been provided the  opportunity, by written request from the Engineer, to voluntarily submit such documents. If  voluntary compliance is not achieved, formal notification of the impending establishment of a  Completion Date and unilateral final acceptance will be provided by email with delivery  confirmation from the Contracting Agency to the Contractor, which will provide 30 calendar days  for the Contractor to submit the necessary documents. The 30 calendar day period will begin on  the date the email with delivery confirmation is received by the Contractor. The date the  Contracting Agency unilaterally signs the Final Contract Voucher Certification shall constitute the  Completion Date and the final acceptance date (Section 1‐05.12). The reservation by the  Contracting Agency to unilaterally accept the Contract will apply to Contracts that are Physically  Completed in accordance with Section 1‐08.5, or for Contracts that are terminated in accordance  with Section 1‐08.10. Unilateral final acceptance of the Contract by the Contracting Agency does  not in any way relieve the Contractor of their responsibility to comply with all Federal, State,  tribal, or local laws, ordinances, and regulations that affect the Work under the Contract.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 47                                                                                                  2022  Payment to the Contractor of partial estimates, final estimates, and retained percentages shall  be subject to controlling laws.  1‐09.13(4) Venue for Litigation  (January 19, 2022 APWA GSP)  Revise Section 1‐09.13(4) to read:    Litigation shall be brought in the Superior Court of the county in which the Contracting Agency’s  headquarters is located, provided that where claims are asserted against a county, RCW  36.01.050 shall control venue and jurisdiction of the Superior Court.  It is mutually agreed by the  parties that when litigation occurs, the Contractor shall permit the Contracting Agency to have  timely access to any records deemed necessary by the Contracting Agency to assist in evaluating  the claims or action.  1‐10 Temporary Traffic Control  1‐10.2 Traffic Control Management  1‐10.2(1) General  (January 10, 2022 WSDOT GSP)  Section 1‐10.2(1) is supplemented with the following:    The Traffic Control Supervisor shall be certified by one of the following:    The Northwest Laborers‐Employers Training Trust  27055 Ohio Ave.  Kingston, WA 98346  (360) 297‐3035  https://www.nwlett.edu    Evergreen Safety Council  12545 135th Ave. NE  Kirkland, WA 98034‐8709  1‐800‐521‐0778  https://www.esc.org    The American Traffic Safety Services Association  15 Riverside Parkway, Suite 100  Fredericksburg, Virginia 22406‐1022  Training Dept. Toll Free (877) 642‐4637  Phone: (540) 368‐1701  https://altssa.com/training        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 48                                                                                                  2022  Integrity Safety  13912 NE 20th Ave.  Vancouver, WA 98686  (360) 574‐6071   https://www.integritysafety.com    US Safety Alliance  (904) 705‐5660  https://www.ussafetyalliance.com    K&D Services Inc.  2719 Rockefeller Ave.  Everett, WA 98201  (800) 343‐4049  https://www.kndservices.net  1‐10.3 Traffic Control Labor, Procedures and Devices  1‐10.3(3) Traffic Control Devices  1‐10.3(3)C Portable Changeable Message Sign  (January 10, 2022 WSDOT GSP)  Section 1‐10.3(3)C is revised to read:    Where shown on a traffic control plan or where ordered by the Engineer, the Contractor shall  provide, operate, and maintain a portable changeable message sign (PCMS), mini portable  changeable message sign (mPCMS), or truck‐mounted PCMS. mPCMSs are compact version of  full‐size PCMSs. Truck‐mounted PCMSs are permanently affixed to a traffic control vehicle and  meant to be mobile.     When feasible, position PCMS or mPCMSs to provide at least 2 feet of lateral clearance from the  nearest open lane and transversely delineate with at least 3 channelization devices. For truck‐ mounted PCMSs, provide 2 feet of lateral clearance when feasible but transverse delineation is  not required.     The Contractor shall remove these devices from the work zone clear zone when not in use unless  protected by barrier or guardrail.  1‐10.4 Measurement  1‐10.4(3) Reinstating Unit Items With Lump Sum Traffic Control  (August 2, 2004 WSDOT GSP)  Section 1‐10.4(3) is supplemented with the following:       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 49                                                                                                  2022  The bid proposal contains the item “Project Temporary Traffic Control,” lump sum and the  additional temporary traffic control items listed below.  The provisions of Section 1‐10.4(1),  Section 1‐10.4(3), and Section 1‐10.5(3) shall apply.    "Flaggers"   "Other Traffic Control Labor”   “Construction Signs Class A”   "Sequential Arrow Sign"   "Portable Changeable Message Sign"      END OF DIVISION 1       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 50                                                                                                  2022  DIVISION 2 – EARTHWORK  2‐02 Removal of Structures and Obstructions  2‐02.3 Construction Requirements   2‐02.3(2)  Removal of Bridges, Box Culverts, and other Drainage Structures  (June 26, 2000 APWA GSP)  Section 2‐02.3(2) is supplemented with the following:    The Contractor shall remove the following portions of Bridge *** Bronson Way ***, as shown in  the Plans:    *** Steel Bearings (Fixed and Rocker) and Grout Pads ***  (******)  Section 2‐02.3(2) is supplemented with the following:    Requirements for Closing Bridge to Traffic Prior to Beginning Bearing Removal  The Contractor shall not close the existing bridge to traffic, and shall not begin bearing removal  operations, until the following conditions are met:  1. The Contractor’s bridge jacking plan Working Drawing submittal (Section 6‐01.13) has been  processed and all comments from the Engineer have been addressed.  2. The Contractor has received the Engineer’s acceptance of all shop drawings and materials  submittals for materials required for the work to be executed during the bridge closure.   3. The Contractor has submitted a Type 1 Working Drawing consisting of a report on the status  of material delivery. The report shall specify the materials already available at the site, the  materials yet to arrive at the site, and the scheduled delivery dates of the materials yet to  arrive at the site, with written verification from the supplier or copies of confirmed purchase  orders indicating the delivery dates of the materials yet to arrive at the site.   4. The Contractor shall provide an updated progress schedule in accordance with Section 1‐08.3  confirming that the scheduled delivery of materials will meet the schedule to complete the  work within the allowed time. The Contractor shall supplement the progress schedule with  a written narrative describing the assumed production rates and planned resource  allocations supporting the construction activity durations shown in the progress schedule.   5. The precast concrete blocks (i.e., precast bearing pedestals) have been completed and cured.   6. The Contractor has received the Engineer’s concurrence to proceed.   2‐02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters  (January 24, 2011 APWA GSP)  Section 2‐02.3(3) is supplemented with the following:  The approximate thickness of the *** Bronson Way Bridge deck wearing course *** pavement is  *** 0.15 feet ***.  END OF DIVISION 2     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 51                                                                                                  2022  DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS  5‐04 Hot Mix Asphalt  (******)  Delete Section 5‐04 and amendments, Hot Mix Asphalt and replace it with the following:  5‐04 Hot Mix Asphalt (Non‐Statistical, Commercial)  5‐04.1   Description  This Work shall consist of providing and placing one or more layers of plant‐mixed hot mix asphalt  (HMA) on a prepared foundation or base in accordance with these Specifications. and the lines,  grades, thicknesses, and typical cross‐sections shown in the Plans. The Contractor shall maintain  the existing street surface contours (e.g. street profile and cross section, etc.), unless otherwise  directed by the Engineer. The manufacture of HMA may include warm mix asphalt (WMA)  processes in accordance with these Specifications. WMA processes include organic additives,  chemical additives, and foaming.    HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in  the proportions specified to provide a homogeneous, stable, and workable mixture.    All HMA to be placed in this contract shall be HMA CL. ½” PG 58H‐22.  5‐04.2   Materials  Materials shall meet the requirements of the following sections:    Asphalt Binder      9‐02.1(4)  Cationic Emulsified Asphalt    9‐02.1(6)  Anti‐Stripping Additive     9‐02.4   HMA Additive      9‐02.5  Aggregates      9‐03.8  Recycled Asphalt Pavement    9‐03.8(3)B  Mineral Filler      9‐03.8(5)  Recycled Material     9‐03.21  Portland Cement     9‐01   Sand       9‐03.1(2)   (As noted in 5‐04.3(5)C for crack sealing)  Joint Sealant      9‐04.2  Foam Backer Rod     9‐04.2(3)A    The Contract documents may establish that the various mineral materials required for the  manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the  documents do not establish the furnishing of any of these mineral materials by the Contracting  Agency, the Contractor shall be required to furnish such materials in the amounts required for  the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 52                                                                                                  2022  The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA.  The RAP may be from pavements removed under the Contract, if any, or pavement material from  an existing stockpile.    The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling  or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every  1,000 tons produced and not less than ten samples per project. The asphalt content and  gradation test data shall be reported to the Contracting Agency when submitting the mix design  for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined  in these Specifications.    The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from  different sources is not permitted.    The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with  20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for  approval the process that is proposed and how it will be used in the manufacture of HMA.    Production of aggregates shall comply with the requirements of Section 3‐01.    Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from  stockpiles shall comply with the requirements of Section 3‐02.  5‐04.2(1)   How to Get an HMA Mix Design on the QPL   If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL),  please follow the WSDOT process outlined in Standard Specification 5‐04.2(1).as follows:    Comply with each of the following:    • Develop the mix design in accordance with WSDOT SOP 732.  • Develop a mix design that complies with Sections 9‐03.8(2) and 9‐03.8(6).  • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation.   • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT  Form 350‐042.  • Include representative samples of the materials that are to be used in the HMA production  as part of the mix design submittal.   • Identify the brand, type, and percentage of anti‐stripping additive in the mix design  submittal.   • Include with the mix design submittal a certification from the asphalt binder supplier that  the  anti‐stripping additive is compatible with the crude source and the formulation of  asphalt binder proposed for use in the mix design.   • Do not include warm mix asphalt (WMA) additives when developing a mix design or  submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is  not part of the process for obtaining approval for listing a mix design on the QPL. Refer to  Section 5‐04.2(2)B.    5‐04.2(1)A   Vacant     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 53                                                                                                  2022  5‐04.2(2)  Mix Design – Obtaining Project Approval  No paving shall begin prior to the approval of the mix design by the Engineer.    Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the  contract documents.     Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the  following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel,  and pavement repair. Other nonstructural applications of HMA accepted by commercial  evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted  by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of  HMA that is accepted by commercial evaluation will be excluded from the quantities used in the  determination of nonstatistical evaluation.     Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide  one of the following mix design verification certifications for Contracting Agency review;    • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix  design verification certifications listed below.  • The proposed HMA mix design on WSDOT Form 350‐042 with the seal and certification  (stamp & signature) of a valid licensed Washington State Professional Engineer.  • The Mix Design Report for the proposed HMA mix design developed by a qualified City or  County laboratory that is within one year of the approval date.**    **   The mix design report shall be performed by a lab accredited by a national authority such  as Laboratory Accreditation Bureau, L‐A‐B for Construction Materials Testing, The  Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO  Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO:  resource proficiency sample program.    Mix designs for HMA accepted by Nonstatistical evaluation shall;    • Have the aggregate structure and asphalt binder content determined in accordance with  WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9‐03.8(2),  except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and  9‐03.8(6).  • Have anti‐strip requirements, if any, for the proposed mix design determined in accordance  with AASHTO T 283 or T 324, or based on historic anti‐strip and aggregate source  compatibility from previous WSDOT lab testing.    At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months  from the original verification date with a certification from the Contractor that the materials and  sources are the same as those shown on the original mix design.    Commercial Evaluation. Approval of a mix design for “Commercial Evaluation” will be based on  a review of the Contractor’s submittal of WSDOT Form 350‐042 (For commercial mixes, AASHTO  T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 54                                                                                                  2022  the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix  design approval is not required.    For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of  Equivalent Single Axle Loads (ESAL’s) appropriate for the required use.    ESAL's  The number of ESAL's for the design and acceptance of the HMA shall be *** 4 *** million.  5‐04.2(2)B   Using Warm Mix Asphalt Processes  The Contractor may elect to use additives that reduce the optimum mixing temperature or serve  as a compaction aid for producing HMA. Additives include organic additives, chemical additives  and foaming processes. The use of Additives is subject to the following:    • Do not use additives that reduce the mixing temperature more than allowed in Section 5‐ 04.3(6) in the production of mixtures.  • Before using additives, obtain the Engineer’s approval using WSDOT Form 350‐076 to  describe the proposed additive and process.  5‐04.3   Construction Requirements  5‐04.3(1)   Weather Limitations  Do not place HMA for wearing course on any Traveled Way beginning October 1st through March  31st of the following year without written concurrence from the Engineer.    Do not place HMA on any wet surface, or when the average surface temperatures are less than  those specified below, or when weather conditions otherwise prevent the proper handling or  finishing of the HMA.    Minimum Surface Temperature for Paving  Compacted Thickness  (Feet)  Wearing Course Other Courses  Less than 0.10 55°F 45°F  0.10 to 0.20 45°F 35°F  More than 0.20 35°F 35°F  5‐04.3(2)   Paving Under Traffic  When the Roadway being paved is open to traffic, the requirements of this Section shall apply.    The Contractor shall keep intersections open to traffic at all times except when paving the  intersection or paving across the intersection. During such time, and provided that there has  been an advance warning to the public, the intersection may be closed for the minimum time  required to place and compact the mixture. In hot weather, the Engineer may require the  application of water to the pavement to accelerate the finish rolling of the pavement and to  shorten the time required before reopening to traffic.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 55                                                                                                  2022  Before closing an intersection, advance warning signs shall be placed and signs shall also be  placed marking the detour or alternate route.    During paving operations, temporary pavement markings shall be maintained throughout the  project. Temporary pavement markings shall be installed on the Roadway prior to opening to  traffic. Temporary pavement markings shall be in accordance with Section 8‐23.    All costs in connection with performing the Work in accordance with these requirements, except  the cost of temporary pavement markings, shall be included in the unit Contract prices for the  various Bid items involved in the Contract.  5‐04.3(3)   Equipment  5‐04.3(3)A   Mixing Plant  Plants used for the preparation of HMA shall conform to the following requirements:    1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall  be equipped to heat and hold the material at the required temperatures. The heating shall  be accomplished by steam coils, electricity, or other approved means so that no flame shall  be in contact with the storage tank. The circulating system for the asphalt binder shall be  designed to ensure proper and continuous circulation during the operating period. A valve  for the purpose of sampling the asphalt binder shall be placed in either the storage tank or  in the supply line to the mixer.  2. Thermometric Equipment – An armored thermometer, capable of detecting temperature  ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location  near the charging valve at the mixer unit. The thermometer location shall be convenient and  safe for access by Inspectors. The plant shall also be equipped with an approved dial‐scale  thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved  thermometric instrument placed at the discharge chute of the drier to automatically register  or indicate the temperature of the heated aggregates. This device shall be in full view of the  plant operator.  3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the  maximum recommended by the asphalt binder manufacturer nor shall it be below the  minimum temperature required to maintain the asphalt binder in a homogeneous state. The  asphalt binder shall be heated in a manner that will avoid local variations in heating. The  heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform  average temperature with no individual variations exceeding 25°F. Also, when a WMA  additive is included in the asphalt binder, the temperature of the asphalt binder shall not  exceed the maximum recommended by the manufacturer of the WMA additive.  4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a  mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall  meet the requirements of Section 1‐05.6 for the crushing and screening operation. The  Contractor shall provide for the setup and operation of the field testing facilities of the  Contracting Agency as provided for in Section 3‐01.2(2).  5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following  methods:  a. A mechanical sampling device attached to the HMA plant.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 56                                                                                                  2022  b. Platforms or devices to enable sampling from the hauling vehicle without entering the  hauling vehicle.  5‐04.3(3)B   Hauling Equipment  Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of  canvas or other suitable material of sufficient size to protect the mixture from adverse weather.  Whenever the weather conditions during the work shift include, or are forecast to include,  precipitation or an air temperature less than 45°F or when time from loading to unloading  exceeds 30 minutes, the cover shall be securely attached to protect the HMA.    The contractor shall provide an environmentally benign means to prevent the HMA mixture from  adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling  equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter  the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in  operation during the process of applying the release agent.  5‐04.3(3)C   Pavers  HMA pavers shall be self‐contained, power‐propelled units, provided with an internally heated  vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix  material in lane widths required by the paving section shown in the Plans.    The HMA paver shall be in good condition and shall have the most current equipment available  from the manufacturer for the prevention of segregation of the HMA mixture installed, in good  condition, and in working order. The equipment certification shall list the make, model, and year  of the paver and any equipment that has been retrofitted.     The screed shall be operated in accordance with the manufacturer’s recommendations and shall  effectively produce a finished surface of the required evenness and texture without tearing,  shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations  shall be provided upon request by the Contracting Agency. Extensions will be allowed provided  they produce the same results, including ride, density, and surface texture as obtained by the  primary screed. Extensions without augers and an internally heated vibratory screed shall not be  used in the Traveled Way.    When specified in the Contract or required by the Engineer, reference lines for vertical control  will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway.  Horizontal control utilizing the reference line will be permitted. The grade and slope for  intermediate lanes shall be controlled automatically from reference lines or by means of a mat  referencing device and a slope control device. When the finish of the grade prepared for paving  is superior to the established tolerances and when, in the opinion of the Engineer, further  improvement to the line, grade, cross‐section, and smoothness can best be achieved without the  use of the reference line, a mat referencing device may be substituted for the reference line.  Substitution of the device will be subject to the continued approval of the Engineer. A joint  matcher may be used subject to the approval of the Engineer. The reference line may be removed  after the completion of the first course of HMA when approved by the Engineer. Whenever the  Engineer determines that any of these methods are failing to provide the necessary vertical  control, the reference lines will be reinstalled by the Contractor.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 57                                                                                                  2022    The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and  accessories necessary for satisfactory operation of the automatic control equipment.    If the paving machine in use is not providing the required finish, the Engineer may suspend Work  as allowed by Section 1‐08.6. Any cleaning or solvent type liquids spilled on the pavement shall  be thoroughly removed before paving proceeds.  5‐04.3(3)D Material Transfer Device or Material Transfer Vehicle  A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval,  unless other‐wise required by the contract. A MTD/V is not required for this contract.    Where an MTD/V is required by the contract, the Engineer may approve paving without an  MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment  in cost or time is due.    When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to  laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform  temperature throughout the mixture. If a windrow elevator is used, the length of the windrow  may be limited in urban areas or through intersections, at the discretion of the Engineer.    To be approved for use, an MTV:    1. Shall be self‐propelled vehicle, separate from the hauling vehicle or paver.  2. Shall not be connected to the hauling vehicle or paver.  3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.  4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the  paving machine.  5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.    To be approved for use, an MTD:    1. Shall be positively connected to the paver.  2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.  3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the  paving machine.  4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.  5‐04.3(3)E   Rollers  Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition  and capable of reversing without backlash. Operation of the roller shall be in accordance with  the manufacturer’s recommendations. When ordered by the Engineer for any roller planned for  use on the project, the Contractor shall provide a copy of the manufacturer’s recommendation  for the use of that roller for compaction of HMA. The number and weight of rollers shall be  sufficient to compact the mixture in compliance with the requirements of Section 5‐04.3(10). The  use of equipment that results in crushing of the aggregate will not be permitted. Rollers     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 58                                                                                                  2022  producing pickup, washboard, uneven compaction of the surface, displacement of the mixture  or other undesirable results shall not be used.  5‐04.3(4)   Preparation of Existing Paved Surfaces  When the surface of the existing pavement or old base is irregular, the Contractor shall bring it  to a uniform grade and cross‐section as shown on the Plans or approved by the Engineer.    Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished  by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer.    Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the  use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across  preleveled areas by the compaction equipment. Equipment used for the compaction of  preleveling HMA shall be approved by the Engineer.    Before construction of HMA on an existing paved surface, the entire surface of the pavement  shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall  be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be  thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and  small depressions shall be filled with an appropriate class of HMA. The surface of the patched  area shall be leveled and compacted thoroughly.  Prior to the application of tack coat, or paving,  the condition of the surface shall be approved by the Engineer.    A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be  placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the  discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement  with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10  gallons per square yard of retained asphalt. The rate of application shall be approved by the  Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to  traffic, the application of tack coat shall be limited to surfaces that will be paved during the same  working shift. The spreading equipment shall be equipped with a thermometer to indicate the  temperature of the tack coat material.    Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the  Contractor’s operation damages the tack coat it shall be repaired prior to placement of the HMA.    The tack coat shall be CSS‐1, or CSS‐1h emulsified asphalt. The CSS‐1 and CSS‐1h emulsified  asphalt may be diluted once with water at a rate not to exceed one part water to one part  emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied  uniformly at the specified rate of application and shall not exceed the maximum temperature  recommended by the emulsified asphalt manufacturer.    All utility appurtenances (e.g. manhole covers, valve covers, etc.) located within the paving limits  shall be coated with a biodegradable soap to prevent the tack coat and HMA from sticking to  them. Diesel shall not be used for this purpose. After application of the biodegradable soap, all  catch basins shall be covered to prevent tack and HMA from entering into them.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 59                                                                                                  2022  5‐04.3(4)A Crack Sealing  5‐04.3(4)A1   General  When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and  greater.    Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material  when filling with crack sealant material. Use a hot compressed air lance to dry and warm the  pavement surfaces within the crack immediately prior to filling a crack with the sealant material.  Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required.    Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and  pour the mixture into the cracks until full. Add additional CSS‐1 cationic emulsified asphalt to the  sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike  off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top  off cracks that were not completely filled with additional sand slurry. Do not place the HMA  overlay until the slurry has fully cured.    The sand slurry shall consist of approximately 20 percent CSS‐1 emulsified asphalt, approximately  2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine  aggregate per section 9‐03.1(2). The components shall be thoroughly mixed and then poured  into the cracks and joints until full. The following day, any cracks or joints that are not completely  filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall  be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall  not be placed until the slurry has fully cured. The requirements of Section 1‐06 will not apply to  the portland cement and sand used in the sand slurry.    In areas where HMA will be placed, use sand slurry to fill the cracks.    In areas where HMA will not be placed, fill the cracks as follows:    1. Cracks ¼ inch to 1 inch in width ‐ fill with hot poured sealant.  2. Cracks greater than 1 inch in width – fill with sand slurry.    Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material  in accordance with these requirements and the manufacturer’s recommendations. Furnish a  Type 1 Working Drawing of the manufacturer’s product information and recommendations to  the Engineer prior to the start of work, including the manufacturer’s recommended heating time  and temperatures, allowable storage time and temperatures after initial heating, allowable  reheating criteria, and application temperature range. Confine hot poured sealant material  within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of  the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant results in an  excessive amount of material on the pavement surface, stop and correct the operation to  eliminate the excess material.  5‐04.3(4)A2   Crack Sealing Areas Prior to Paving  In areas where HMA will be placed, use sand slurry to fill the cracks.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 60                                                                                                  2022  5‐04.3(4)A3   Crack Sealing Areas Not to be Paved  In areas where HMA will not be placed, fill the cracks as follows:    A. Cracks ¼ inch to 1 inch in width – fill with hot poured sealant.  B. Cracks greater than 1 inch in width – fill with sand slurry.  5‐04.3(4)B   Vacant  5‐04.3(4)C   Pavement Repair  The Contractor shall excavate pavement repair areas and shall backfill these with HMA in  accordance with the details shown in the Plans and as marked in the field. The Contractor shall  conduct the excavation operations in a manner that will protect the pavement that is to remain.  Pavement not designated to be removed that is damaged as a result of the Contractor’s  operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to  the Contracting Agency. The Contractor shall excavate only within one lane at a time unless  approved otherwise by the Engineer. The Contractor shall not excavate more area than can be  completely finished during the same shift, unless approved by the Engineer.    Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0  feet. The Engineer will make the final determination of the excavation depth required. The  minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the  Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a  pavement grinder. Excavated materials will become the property of the Contractor and shall be  disposed of in a Contractor‐provided site off the Right of Way or used in accordance with Sections  2‐02.3(3) or 9‐03.21.    Asphalt for tack coat shall be required as specified in Section 5‐04.3(4). A heavy application of  tack coat shall be applied to all surfaces of existing pavement in the pavement repair area.    Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35‐foot compacted  depth. Lifts that exceed 0.35‐foot of compacted depth may be accomplished with the approval  of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller.  5‐04.3(5)   Producing/Stockpiling Aggregates and RAP  Aggregates and RAP shall be stockpiled according to the requirements of Section 3‐02. Sufficient  storage space shall be provided for each size of aggregate and RAP. Materials shall be removed  from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA  plant for processing into the final mixture. Different aggregate sizes shall be kept separated until  they have been delivered to the HMA plant.  5‐04.3(5)A   Vacant        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 61                                                                                                  2022  5‐04.3(6)   Mixing  After the required amount of mineral materials, asphalt binder, recycling agent and anti‐stripping  additives have been introduced into the mixer the HMA shall be mixed until complete and  uniform coating of the particles and thorough distribution of the asphalt binder throughout the  mineral materials is ensured.    When discharged, the temperature of the HMA shall not exceed the optimum mixing  temperature by more than 25°F as shown on the reference mix design report or as approved by  the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge  temperature of the HMA shall not exceed the maximum recommended by the manufacturer of  the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be  allowed providing the water causes no problems with handling, stripping, or flushing. If the water  in the HMA causes any of these problems, the moisture content shall be reduced as directed by  the Engineer.    Storing or holding of the HMA in approved storage facilities will be permitted with approval of  the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more  than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor  at no expense to the Contracting Agency. The storage facility shall have an accessible device  located at the top of the cone or about the third point. The device shall indicate the amount of  material in storage. No HMA shall be accepted from the storage facility when the HMA in storage  is below the top of the cone of the storage facility, except as the storage facility is being emptied  at the end of the working shift.    Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to  entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence  of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA,  the Contractor shall immediately suspend the use of the RAP until changes have been approved  by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and  asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete  and uniform coating of the particles and thorough distribution of the asphalt binder throughout  the mineral materials, and RAP is ensured.  5‐04.3(7)   Spreading and Finishing  The mixture shall be laid upon an approved surface, spread, and struck off to the grade and  elevation established. HMA pavers complying with Section 5‐04.3(3) shall be used to distribute  the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any  layer of any course shall not exceed the following:    HMA Class 1”    0.35 feet  HMA Class ¾” and HMA Class ½”        wearing course 0.30 feet        other courses  0.35 feet  HMA Class ⅜”    0.15 feet    On areas where irregularities or unavoidable obstacles make the use of mechanical spreading  and finishing equipment impractical, the paving may be done with other equipment or by hand.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 62                                                                                                  2022    When more than one JMF is being utilized to produce HMA, the material produced for each JMF  shall be placed by separate spreading and compacting equipment. The intermingling of HMA  produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift  shall conform to a single JMF established for the class of HMA specified unless there is a need to  make an adjustment in the JMF.    All cast off rock from raking shall be removed prior to compaction of final HMA lift.  5‐04.3(8)   Aggregate Acceptance Prior to Incorporation in HMA  For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent,  uncompacted void content and fracture will be evaluated in accordance with Section 3‐04.  Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the  option of the Engineer.  5‐04.3(9)   HMA Mixture Acceptance  Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.    Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation  is specified.    Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the  following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel,  temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted  by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA  accepted by commercial evaluation will be at the option of the Engineer.     The mix design will be the initial JMF for the class of HMA. The Contractor may request a change  in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be  made in accordance with this section.    HMA Tolerances and Adjustments    1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance  shall be within tolerance. The tolerance limits will be established as follows:    For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding  the tolerances below to the approved JMF values. These values will also be the Upper  Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1‐ 06.2(2)D2.    Property Non‐Statistical Evaluation Commercial Evaluation  Asphalt Binder +/‐ 0.5% +/‐ 0.7%  Air Voids, Va 2.5% min. and 5.5% max. N/A          Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 63                                                                                                  2022  For Aggregates in the mixture:    a. First, determine preliminary upper and lower acceptance limits by applying the following  tolerances to the approved JMF.    Aggregate Percent Passing Non‐Statistical  Evaluation  Commercial  Evaluation  1”, ¾”, ½”, and ⅜” sieves +/‐ 6% +/‐ 8%  No. 4 sieve +/‐ 6% +/‐ 8%  No. 8 sieve +/‐ 6% +/‐ 8%  No. 200 sieve +/‐ 2.0% +/‐ 3.0%    b. Second, adjust the preliminary upper and lower acceptance limits determined from step  (a) the minimum amount necessary so that none of the aggregate properties are outside  the control points in Section 9‐03.8(6). The resulting values will be the upper and lower  acceptance limits for aggregates, as well as the USL and LSL required in Section 1‐ 06.2(2)D2.    2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder  content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be  considered if the change produces material of equal or better quality and may require the  development of a new mix design if the adjustment exceeds the amounts listed below.    a. Aggregates – 2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the  No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the  aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the  control points in Section 9‐03.8(6).    b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder  content. The maximum adjustment from the approved mix design for the asphalt binder  content shall be 0.3 percent.  5‐04.3(9)A   Vacant  5‐04.3(9)B   Vacant  5‐04.3(9)C   Mixture Acceptance – Nonstatistical Evaluation  HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting  Agency by dividing the HMA tonnage into lots.  5‐04.3(9)C1   Mixture Nonstatistical Evaluation – Lots and Sublots  A lot is represented by randomly selected samples of the same mix design that will be tested for  acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix  Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production  or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may  be increased to 1200 tons.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 64                                                                                                  2022  All of the test results obtained from the acceptance samples from a given lot shall be evaluated  collectively. If the Contractor requests a change to the JMF that is approved, the material  produced after the change will be evaluated on the basis of the new JMF for the remaining  sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF  less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that  material conforming to the Specifications can be produced.    Sampling and testing for evaluation shall be performed on the frequency of one sample per  sublot.  5‐04.3(9)C2   Mixture Nonstatistical Evaluation Sampling  Samples for acceptance testing shall be obtained by the Contractor when ordered by the  Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in  accordance with AASH‐TO T 168. A minimum of three samples should be taken for each class of  HMA placed on a project. If used in a structural application, at least one of the three samples  shall to be tested.    Sampling and testing HMA in a Structural application where quantities are less than 400 tons is  at the discretion of the Engineer.    For HMA used in a structural application and with a total project quantity less than 800 tons but  more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a  minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the  three samples will be tested for conformance to the JMF:    • If the test results are found to be within specification requirements, additional testing will be  at the Engineer’s discretion.  • If test results are found not to be within specification requirements, additional testing of the  remaining samples to determine a Composite Pay Factor (CPF) shall be performed.  5‐04.3(9)C3   Mixture Nonstatistical Evaluation – Acceptance Testing  Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested,  compliance of Va will use WSDOT SOP 731. Testing of HMA for compliance of Va will not be  performed by the Contracting Agency for this contract.    Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308.    Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11.  5‐04.3(9)C4  Mixture Nonstatistical Evaluation – Pay Factors  For each lot of material falling outside the tolerance limits in 5‐04.3(9), the Contracting Agency  will determine a Composite Pay Factor (CPF) using the following price adjustment factors:          Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 65                                                                                                  2022    Table of Price Adjustment Factors  Constituent Factor “f”  All aggregate passing: 1½”, 1”, ¾”, ½”, ⅜” and No. 4 sieves 2  All aggregate passing No. 8 sieve 15  All aggregate passing No. 200 sieve 20  Asphalt binder 40  Air Voids (Va) (where applicable) 20    Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling  within the tolerance limits of the job mix formula shall be accepted at the unit Contract price  with no further evaluation. When one or more constituents fall outside the nonstatistical  tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall  be evaluated in accordance with Section 1‐06.2 to determine the appropriate CPF. The  nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF  shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or  samples from the Roadway shall be tested to provide a minimum of three sets of results for  evaluation.  5‐04.3(9)C5   Vacant  5‐04.3(9)C6   Mixture Nonstatistical Evaluation – Price Adjustments  For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is  less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the  algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance  price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot  in tons, and the unit Contract price per ton of mix.    If a constituent is not measured in accordance with these Specifications, its individual pay factor  will be considered 1.00 in calculating the Composite Pay Factor (CPF).  5‐04.3(9)C7   Mixture Nonstatistical Evaluation – Retests  The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit  a written request within 7 calendar days after the specific test results have been received. A split  of the original acceptance sample will be retested. The split of the sample will not be tested with  the same tester that ran the original acceptance test. The sample will be tested for a complete  gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of  the retest will be used for the acceptance of the HMA in place of the original sublot sample test  results. The cost of testing will be deducted from any monies due or that may come due the  Contractor under the Contract at the rate of $500 per sample.  5‐04.3 (9)D   Mixture Acceptance – Commercial Evaluation  If sampled and tested, HMA produced under Commercial Evaluation and having all constituents  falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract  price with no further evaluation. When one or more constituents fall outside the commercial  tolerance limits in the Job Mix Formula shown in 5‐04.3(9), the lot shall be evaluated in     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 66                                                                                                  2022  accordance with Section 1‐06.2 to determine the appropriate CPF. The commercial tolerance  limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less  than three sublots exist, backup samples of the existing sublots or samples from the street shall  be tested to provide a minimum of three sets of results for evaluation.    For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated  CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals  the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance  Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot  in tons, and the unit Contract price per ton of mix.    If a constituent is not measured in accordance with these Specifications, its individual pay factor  will be considered 1.00 in calculating the Composite Pay Factor (CPF).  5‐04.3(10)   HMA Compaction Acceptance  HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes  for intersections, ramps, truck climbing, weaving, and speed change, and having a specified  compacted course thickness greater than 0.10‐foot, shall be compacted to a specified level of  relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of  not less than 0.75 when evaluated in accordance with Section 1‐06.2, using a LSL of 92.0  (minimum of 92 percent of the maximum density). The maximum density shall be determined by  WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the  evaluation of the density of the pavement. The density of the pavement shall be determined in  accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the  discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when  using cores to determine density.    Tests for the determination of the pavement density will be taken in accordance with the  required procedures for measurement by a nuclear density gauge or roadway cores after  completion of the finish rolling.    If the Contracting Agency uses a nuclear density gauge to determine density the test procedures  FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior  to opening to traffic.    Roadway cores for density may be obtained by either the Contracting Agency or the Contractor  in accordance with WSDOT SOP 734. The core diameter shall be 4‐inches minimum, unless  otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in  accordance with WSDOT FOP for AASHTO T 166.    If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the  Contractor in the presence of the Engineer on the same day the mix is placed and at locations  designated by the Engineer. If the Contract does not include the Bid item “Roadway Core” the  Contracting Agency will obtain the cores.    For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request  after the Engineer is satisfied that material conforming to the Specifications can be produced.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 67                                                                                                  2022    HMA mixture accepted by commercial evaluation and HMA constructed under conditions other  than those listed above shall be compacted on the basis of a test point evaluation of the  compaction train. The test point evaluation shall be performed in accordance with instructions  from the Engineer. The number of passes with an approved compaction train, required to attain  the maximum test point density, shall be used on all subsequent paving.    HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel  rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the  Engineer.    Test Results  For a sublot that has been tested with a nuclear density gauge that did not meet the minimum  of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and  thus subject to a price reduction or rejection, the Contractor may request that a core be used for  determination of the relative density of the sublot. The relative density of the core will replace  the relative density determined by the nuclear density gauge for the sublot and will be used for  calculation of the CPF and acceptance of HMA compaction lot.     When cores are taken by the Contracting Agency at the request of the Contractor, they shall be  requested by noon of the next workday after the test results for the sublot have been provided  or made available to the Contractor. Core locations shall be outside of wheel paths and as  determined by the Engineer. Traffic control shall be provided by the Contractor as requested by  the Engineer. Failure by the Contractor to provide the requested traffic control will result in  forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA  cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may  become due the Contractor under the Contract at the rate of $200 per core and the Contractor  shall pay for the cost of the traffic control.  5‐04.3(10)A   HMA Compaction – General Compaction Requirements  Compaction shall take place when the mixture is in the proper condition so that no undue  displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment  shall be compacted by other mechanical means. Any HMA that becomes loose, broken,  contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be  removed and replaced with new hot mix that shall be immediately compacted to conform to the  surrounding area.    The type of rollers to be used and their relative position in the compaction sequence shall  generally be the Contractor’s option, provided the specified densities are attained. Unless the  Engineer has approved otherwise, rollers shall only be operated in the static mode when the  internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall  not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be  operated in static mode on bridge decks.    On bridge decks and on roadway approaches within five feet of a bridge/back of pavement seat,  rollers shall not be operated in a vibratory mode, defined as a mode in which the drum vibrates  vertically. However, unless otherwise noted on the plans, rollers may be operated in an     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 68                                                                                                  2022  oscillartory mode, defined as a mode in which the drum vibrates in the horizontal direction only.  Refer to contract drawings for HMA Paving Train requirements and restrictions (e.g. equipment  spacing, weight limits, etc.).  5‐04.3(10)B   HMA Compaction – Cyclic Density  Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90  percent of the theoretical maximum density. At the Engineer’s discretion, the Engineer may  evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP  733.  A $500 Cyclic Density Price Adjustment will be assessed for any 500‐foot section with two  or more density readings below 90 percent of the theoretical maximum density.  5‐04.3(10)C   Vacant  5‐04.3(10)D   HMA Nonstatistical Compaction   5‐04.3(10)D1  HMA Nonstatistical Compaction – Lots and Sublots  HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance  testing performed by the Contracting Agency dividing the project into compaction lots.    A lot is represented by randomly selected samples of the same mix design that will be tested for  acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix  Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production  or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may  be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per  WSDOT T 738.    The sublot locations within each density lot will be determined by the Engineer. For a lot in  progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the  Engineer is satisfied that material conforming to the Specifications can be produced.    HMA mixture accepted by commercial evaluation and HMA constructed under conditions other  than those listed above shall be compacted on the basis of a test point evaluation of the  compaction train. The test point evaluation shall be performed in accordance with instructions  from the Engineer. The number of passes with an approved compaction train, required to attain  the maximum test point density, shall be used on all subsequent paving.    HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall  be compacted with a pneumatic tire roller unless otherwise approved by the Engineer.  5‐04.3(10)D2  HMA Compaction Nonstatistical Evaluation – Acceptance Testing  The location of the HMA compaction acceptance tests will be randomly selected by the Engineer  from within each sublot, with one test per sublot.  5‐04.3(10)D3  HMA Nonstatistical Compaction – Price Adjustments  For each compaction lot with one or two sublots, having all sublots attain a relative density that  is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract  price with no further evaluation. When a sublot does not attain a relative density that is 92     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 69                                                                                                  2022  percent of the reference maximum density, the lot shall be evaluated in accordance with Section  1‐06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a  calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater  than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5‐04.3(11).  Additional testing by either a nuclear moisture‐density gauge or cores will be completed as  required to provide a minimum of three tests for evaluation.    For compaction below the required 92% a Non‐Conforming Compaction Factor (NCCF) will be  determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40  percent.  The Compaction Price Adjustment will be calculated as the product of CPF, the quantity  of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix.  5‐04.3(11)   Reject Work  5‐04.3(11)A   Reject Work General  Work that is defective or does not conform to Contract requirements shall be rejected.  The  Contractor may propose, in writing, alternatives to removal and replacement of rejected  material. Acceptability of such alternative proposals will be determined at the sole discretion of  the Engineer. HMA that has been rejected is subject to the requirements in Section 1‐06.2(2) and  this specification, and the Contractor shall submit a corrective action proposal to the Engineer  for approval.  5‐04.3(11)B   Rejection by Contractor  The Contractor may, prior to sampling, elect to remove any defective material and replace it with  new material. Any such new material will be sampled, tested, and evaluated for acceptance.  5‐04.3(11)C   Rejection Without Testing (Mixture or Compaction)  The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears  defective. Material rejected before placement shall not be incorporated into the pavement. Any  rejected section of Roadway shall be removed.    No payment will be made for the rejected materials or the removal of the materials unless the  Contractor requests that the rejected material be tested. If the Contractor elects to have the  rejected material tested, a minimum of three representative samples will be obtained and tested.  Acceptance of rejected material will be based on conformance with the nonstatistical acceptance  Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for  the rejected material; in addition, the cost of sampling and testing shall be borne by the  Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be  borne by the Contracting Agency. If the material is rejected before placement and the CPF is  greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If  rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for  the rejected material will be at the calculated CPF with an addition of 25 percent of the unit  Contract price added for the cost of removal and disposal.  5‐04.3(11)D   Rejection – A Partial Sublot  In addition to the random acceptance sampling and testing, the Engineer may also isolate from  a normal sublot any material that is suspected of being defective in relative density, gradation or     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 70                                                                                                  2022  asphalt binder content. Such isolated material will not include an original sample location. A  minimum of three random samples of the suspect material will be obtained and tested. The  material will then be statistically evaluated as an independent lot in accordance with Section 1‐ 06.2(2).  5‐04.3(11)E   Rejection ‐ An Entire Sublot  An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected  a minimum of two additional random samples from this sublot will be obtained. These additional  samples and the original sublot will be evaluated as an independent lot in accordance with  Section 1‐06.2(2).  5‐04.3(11)F   Rejection ‐ A Lot in Progress  The Contractor shall shut down operations and shall not resume HMA placement until such time  as the Engineer is satisfied that material conforming to the Specifications can be produced:    1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the  Contractor is taking no corrective action, or  2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the  Contractor is taking no corrective action, or  3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75.  5‐04.3(11)G   Rejection ‐ An Entire Lot (Mixture or Compaction)  An entire lot with a CPF of less than 0.75 will be rejected.  5‐04.3(12)   Joints  5‐04.3(12)A   HMA Joints  5‐04.3(12)A1  Transverse Joints    The Contractor shall conduct operations such that the placing of the top or wearing course is a  continuous operation or as close to continuous as possible. Unscheduled transverse joints will be  allowed and the roller may pass over the unprotected end of the freshly laid mixture only when  the placement of the course must be discontinued for such a length of time that the mixture will  cool below compaction temperature. When the Work is resumed, the previously compacted  mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course.    A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse  joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be  separated from the permanent HMA by strips of heavy wrapping paper or other methods  approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a  slightly beveled edge for the full thickness of the course prior to resumption of paving.    The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or  tamping irons shall be used to seal the joint.    All transverse (butt) joints between new and existing asphalt shall be milled to the full overlay  depth.      Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 71                                                                                                  2022    All transverse (butt) joints shall be sealed after paving. See Section 5‐04.3(17) for requirements.  5‐04.3(12)A2  Longitudinal Joints  The longitudinal joint in any one course shall be offset from the course immediately below by  not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing  course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint  shall be constructed along all longitudinal joints in the wearing surface of new HMA unless  otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not  less than the maximum aggregate size or more than ½ of the compacted lift thickness and then  taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge  joint shall be uniformly compacted.  5‐04.3(12)B   Bridge Paving Joint Seals  5‐04.3(12)B1  HMA Sawcut and Seal  Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the  bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge  deck when and where shown in the Plans. Establish the sawcut alignment points in a manner  that they remain functional for use in aligning the sawcut after placing the overlay.    Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application  procedure.    Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail  shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the  Standard Plan. Construct the sawcut in accordance with Section 5‐05.3(8)B and the  manufacturer’s application procedure.  5‐04.3(12)B2  Paved Panel Joint Seal  Construct the paved panel joint seal in accordance with the requirements specified in section 5‐ 04.3(12)B1 and the following requirement:    1. Clean and seal the existing joint between concrete panels in accordance with Section 5‐ 01.3(8) and the details shown in the Standard Plans.  5‐04.3(13)   Surface Smoothness  The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown  and grade, and free from defects of all kinds. The completed surface of the wearing course shall  not vary more than ⅛ inch ¼ inch from the lower edge of a 10‐foot straightedge placed on the  surface parallel to the centerline. The transverse slope of the completed surface of the wearing  course shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in the  Plans.    When deviations in excess of the above tolerances are found that result from a high place in the  HMA, the pavement surface shall be corrected by one of the following methods:       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 72                                                                                                  2022  1. Removal of material from high places by grinding with an approved grinding machine, or  2. Removal and replacement of the wearing course of HMA, or  3. By other method approved by the Engineer.    Correction of defects shall be carried out until there are no deviations anywhere greater than the  allowable tolerances.     Deviations in excess of the above tolerances that result from a low place in the HMA and  deviations resulting from a high place where corrective action, in the opinion of the Engineer,  will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall  deduct from monies due or that may become due to the Contractor the sum of $500.00 for each  and every section of single traffic lane 100 feet in length in which any excessive deviations  described above are found.    When utility appurtenances such as manhole covers and valve boxes are located in the traveled  way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This  requirement may be waived when requested by the Contractor, at the discretion of the Engineer  or when the adjustment details provided in the project plan or specifications call for utility  appurtenance adjustments after the completion of paving.     Utility appurtenance adjustment discussions will be included in the Pre‐Paving planning planing  (5‐04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the  start of paving.  5‐04.3(14)   Planing (Milling) Bituminous Pavement  The planning planing plan must be approved by the Engineer and a pre planning planing meeting  must be held prior to the start of any planing. See Section 5‐04.3(14)B2 for information on  planning planing submittals.    Locations of existing surfacing to be planed are as shown in the Drawings.     Where planing an existing pavement is specified in the Contract, the Contractor must remove  existing surfacing material and to reshape the surface to remove irregularities. The finished  product must be a prepared surface acceptable for receiving an HMA overlay.    Use the cold milling method for planing unless otherwise specified in the Contract. Do not use  the planer on the final wearing course of new HMA.    Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage  the surface which is to remain. The finished planed surface must be slightly grooved or  roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The  Contractor must repair any damage to the surface by the Contractor’s planing equipment, using  an Engineer approved method.    Repair or replace any metal castings and other surface improvements damaged by planing, as  determined by the Engineer.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 73                                                                                                  2022  A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a  minimum of 4 inches of curb reveal after placement and compaction of the final wearing course.  The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer.    A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet  lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical  faces 2 inches or more in height, producing a smooth transition to the existing adjoining  pavement.    After planing is complete, planed surfaces must be swept, cleaned, and if required by the  Contract or directed by the Engineer, patched and preleveled.    The Engineer may direct additional depth planing. Before performing this additional depth  planing, the Contractor must conduct a hidden metal in pavement detection survey as specified  in Section 5‐04.3(14)A.    5‐04.3(14)A   Pre‐Planing Metal Detection Check  Before starting planning planing of pavements, and before any additional depth planning planing  required by the Engineer, the Contractor must conduct a physical survey of existing pavement to  be planed with equipment that can identify hidden metal objects.    Should such metal be identified, promptly notify the Engineer.    See Section 1‐07.16(1) regarding the protection of survey monumentation that may be hidden in  pavement.    The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s  failure to conduct a pre‐planing metal detection survey, or from the Contractor’s failure to notify  the Engineer of any hidden metal that is detected.  5‐04.3(14)B   Paving and Planing Under Traffic  5‐04.3(14)B1  General  In addition the requirements of Section 1‐07.23 and the traffic controls required in Section 1‐10,  and unless the Contract specifies otherwise or the Engineer approves, the Contractor must  comply with the following:    1. Intersections:  a. Keep intersections open to traffic at all times, except when paving or planing operations  through an intersection requires closure. Such closure must be kept to the minimum time  required to place and compact the HMA mixture, or plane as appropriate. For paving,  schedule such closure to individual lanes or portions thereof that allows the traffic  volumes and schedule of traffic volumes required in the approved traffic control plan.  Schedule work so that adjacent intersections are not impacted at the same time and  comply with the traffic control restrictions required by the Traffic Engineer. Each     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 74                                                                                                  2022  individual intersection closure or partial closure, must be addressed in the traffic control  plan, which must be submitted to and accepted by the Engineer, see Section 1‐10.2(2).  b. When planing or paving and related construction must occur in an intersection, consider  scheduling and sequencing such work into quarters of the intersection, or half or more  of an intersection with side street detours. Be prepared to sequence the work to  individual lanes or portions thereof.  c. Should closure of the intersection in its entirety be necessary, and no trolley service is  impacted, keep such closure to the minimum time required to place and compact the  HMA mixture, plane, remove asphalt, tack coat, and as needed.  d. Any work in an intersection requires advance warning in both signage and a number of  Working Days advance notice as determined by the Engineer, to alert traffic and  emergency services of the intersection closure or partial closure.  e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is  allowed on it. Traffic is not allowed on newly placed asphalt until approval has been  obtained from the Engineer.  2. Temporary centerline marking, post‐paving temporary marking, temporary stop bars, and  maintaining temporary pavement marking must comply with Section 8‐23.  3. Permanent pavement marking must comply with Section 8‐22.  5‐04.3(14)B2  Submittals – Planing Plan and HMA Paving Plan  The Contractor must submit a separate planning planing plan and a separate paving plan to the  Engineer at least 5 Working Days in advance of each operation’s activity start date. These plans  must show how the moving operation and traffic control are coordinated, as they will be  discussed at the pre‐planing briefing and pre‐paving briefing. When requested by the Engineer,  the Contractor must provide each operation’s traffic control plan on 24 x 36 inch or larger size  Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic  beyond the area of operation where detour traffic may be required. The scale on the Shop  Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is  shown.    The planning planing operation and the paving operation include, but are not limited to, metal  detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of  supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing.    When intersections will be partially or totally blocked, provide adequately sized and noticeable  signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic  control plan must show where police officers will be stationed when signalization is or may be,  countermanded, and show areas where flaggers are proposed.    At a minimum, the planning planing and the paving plan must include:    1. A copy of the accepted traffic control plan, see Section 1‐10.2(2), detailing each day’s traffic  control as it relates to the specific requirements of that day’s planning planing and paving.  Briefly describe the sequencing of traffic control consistent with the proposed planning  planing and paving sequence, and scheduling of placement of temporary pavement markings  and channelizing devices after each day’s planning planing, and paving.  2. A copy of each intersection’s traffic control plan.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 75                                                                                                  2022  3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas,  including return routes. Describe the complete round trip as it relates to the sequencing of  paving operations.  4. Names and locations of HMA Supplier facilities to be used.  5. List of all equipment to be used for paving.  6. List of personnel and associated job classification assigned to each piece of paving  equipment.  7. Description (geometric or narrative) of the scheduled sequence of planning planing and of  paving, and intended area of planning planing and of paving for each day’s work, must  include the directions of proposed planning planing and of proposed paving, sequence of  adjacent lane paving, sequence of skipped lane paving, intersection planning planing and  paving scheduling and sequencing, and proposed notifications and coordinations to be timely  made. The plan must show HMA joints relative to the final pavement marking lane lines.  8. Names, job titles, and contact information for field, office, and plant supervisory personnel.  9. A copy of the approved Mix Designs.  10. Tonnage of HMA to be placed each day.  11. Approximate times and days for starting and ending daily operations.  5‐04.3(14)B3  Pre‐Paving and Pre‐Planing Briefing  At least 2 Working Days before the first paving operation and the first planing operation, or as  scheduled by the Engineer for future paving and planing operations to ensure the Contractor has  adequately prepared for notifying and coordinating as required in the Contract, the Contractor  must be prepared to discuss that day’s operations as they relate to other entities and to public  safety and convenience, including driveway and business access, garbage truck operations,  Metro transit operations and working around energized overhead wires, school and nursing  home and hospital and other accesses, other contractors who may be operating in the area,  pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that  may be part of that day’s operations, must meet with the Engineer and discuss the proposed  operation as it relates to the submitted planing plan and paving plan, approved traffic control  plan, and public convenience and safety. Such discussion includes, but is not limited to:    1. General for both Paving Plan and for Planing Plan:  a. The actual times of starting and ending daily operations.  b. In intersections, how to break up the intersection, and address traffic control and  signalization for that operation, including use of peace officers.  c. The sequencing and scheduling of paving operations and of planing operations, as  applicable, as it relates to traffic control, to public convenience and safety, and to other  contractors who may operate in the Project Site.  d. Notifications required of Contractor activities, and coordinating with other entities and  the public as necessary.  e. Description of the sequencing of installation and types of temporary pavement markings  as it relates to planning and to paving.  f. Description of the sequencing of installation of, and the removal of, temporary pavement  patch material around exposed castings and as may be needed  g. Description of procedures and equipment to identify hidden metal in the pavement, such  as survey monumentation, monitoring wells, street car rail, and castings, before  planning, see Section 5‐04.3(14)B2.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 76                                                                                                  2022  h. Description of how flaggers will be coordinated with the planing, paving, and related  operations.  i. Description of sequencing of traffic controls for the process of rigid pavement base  repairs.  j. Other items the Engineer deems necessary to address.    2. Paving – additional topics:  a. When to start applying tack and coordinating with paving.  b. Types of equipment and numbers of each type equipment to be used. If more pieces of  equipment than personnel are proposed, describe the sequencing of the personnel  operating the types of equipment. Discuss the continuance of operator personnel for  each type equipment as it relates to meeting Specification requirements.  c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure  different JMFs are distinguished, how pavers and MTVs are distinguished if more than  one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one  JMF does not adversely influence the other JMF.  d. Description of contingency plans for that day’s operations such as equipment  breakdown, rain out, and Supplier shutdown of operations.  e. Number of sublots to be placed, sequencing of density testing, and other sampling and  testing.  5‐04.3(15)   Sealing Pavement Surfaces  Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5‐ 02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic.  5‐04.3(16)   HMA Road Approaches  HMA approaches shall be constructed at the locations shown in the Plans or where staked by the  Engineer. The Work shall be performed in accordance with Section 5‐04.  5‐04.3(17)  Construction Joint Sealing  Transverse Joints ‐ Joints between new and existing asphalt shall be sealed within five (5)  calendar days after final rolling of the final lift of HMA. The seal shall be CSS‐1 emulsified asphalt.  The emulsified asphalt shall be placed in a way to be smooth and flush with roadway surface with  minimal overbanding. This work is considered incidental to the bid item “HMA CL. ½” PG 58H‐ 22”.  5‐04.3(18)  Incidental Uses for HMA  Incidental uses for HMA shall consist of restoration and adjustment to paved areas and other  such uses as directed by the Engineer. Incidental uses for HMA shall be measured and paid under  the “HMA CL. ½” PG 58H‐22” bid item for the overlay related HMA.  5‐04.3(19)  Vacant  5‐04.3(20)  Vacant        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 77                                                                                                  2022  5‐04.3(21)  Temporary Pavement Marking  The furnishing and installing of temporary pavement marking shall be as described in Section 8‐ 23. Should the Engineer direct the Contractor to provide temporary pavement marking, it shall  be short duration. This work is considered incidental to the bid item “Project Temporary Traffic  Control”.  5‐04.4   Measurement    HMA Cl. ___ PG ___, HMA for ___ Cl. ___ PG ___, and Commercial HMA will be measured by the  ton in accordance with Section 1‐09.2, with no deduction being made for the weight of asphalt  binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove  and replace mix as allowed by Section 5‐04.3(11), the material removed will not be measured.    Roadway cores will be measured per each for the number of cores taken.    Preparation of untreated roadway will be measured by the mile once along the centerline of the  main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service  roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile.    Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile  or by the square yard, whichever is designated in the Proposal.    Pavement repair excavation will be measured by the square yard of surface marked prior to  excavation.    Asphalt for prime coat will be measured by the ton in accordance with Section 1‐09.2.    Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever  is designated in the Proposal.    Asphalt for fog seal will be measured by the ton, as provided in Section 5‐02.4.     Longitudinal joint seals between the HMA and cement concrete pavement will be measured by  the linear foot along the line and slope of the completed joint seal.    Planing bituminous pavement will be measured by the square yard.    Temporary pavement marking will be measured by the linear foot as provided in Section 8‐23.4.    Water will be measured by the M gallon as provided in Section 2‐07.4.  5‐04.5   Payment  Payment will be made for each of the following Bid items that are included in the Proposal:    “HMA Cl. ___ PG ___”, per ton.    “HMA for Approach Cl. ___ PG ___”, per ton.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 78                                                                                                  2022    “HMA for Preleveling Cl. ___ PG ___”, per ton.    “HMA for Pavement Repair Cl. ___ PG ___”, per ton.    “Commercial HMA”, per ton.    The unit Contract price per ton for “HMA Cl. ___ PG ___”, “HMA for Approach Cl. ___ PG  ___”, “HMA for Preleveling Cl. ___ PG ___”, “HMA for Pavement Repair Cl. ___ PG ___”, and  “Commercial HMA” shall be full compensation for all costs, including anti‐stripping additive,  incurred to carry out the requirements of Section 5‐04 except for those costs included in  other items which are included in this Subsection and which are included in the Proposal.    “Preparation of Untreated Roadway”, per mile.    The unit Contract price per mile for “Preparation of Untreated Roadway” shall be full pay for  all Work described under 5‐04.3(4) , with the exception, however, that all costs involved in  patching the Roadway prior to placement of HMA shall be included in the unit Contract price  per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not  include a Bid item for “Preparation of Untreated Roadway”, the Roadway shall be prepared  as specified, but the Work shall be included in the Contract prices of the other items of Work.    “Preparation of Existing Paved Surfaces”, per mile.    The unit Contract Price for “Preparation of Existing Paved Surfaces” shall be full pay for all  Work described under Section 5‐04.3(4) with the exception, however, that all costs involved  in patching the Roadway prior to placement of HMA shall be included in the unit Contract  price per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not  include a Bid item for “Preparation of Untreated Roadway”, the Roadway shall be prepared  as specified, but the Work shall be included in the Contract prices of the other items of Work.    “Crack Sealing”, by force account.    “Crack Sealing” will be paid for by force account as specified in Section 1‐09.6. For the  purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered  an amount in the Proposal to become a part of the total Bid by the Contractor.    “Pavement Repair Excavation Incl. Haul”, per square yard.    The unit Contract price per square yard for “Pavement Repair Excavation Incl. Haul” shall be  full payment for all costs incurred to perform the Work described in Section 5‐04.3(4) with  the exception, however, that all costs involved in the placement of HMA shall be included in  the unit Contract price per ton for “HMA for Pavement Repair Cl. ___ PG ___”, per ton.    “Asphalt for Prime Coat”, per ton.    The unit Contract price per ton for “Asphalt for Prime Coat” shall be full payment for all costs  incurred to obtain, provide and install the material in accordance with Section 5‐04.3(4).     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 79                                                                                                  2022    “Prime Coat Agg.”, per cubic yard, or per ton.    The unit Contract price per cubic yard or per ton for “Prime Coat Agg.” shall be full pay for  furnishing, loading, and hauling aggregate to the place of deposit and spreading the  aggregate in the quantities required by the Engineer.    “Asphalt for Fog Seal”, per ton.     Payment for “Asphalt for Fog Seal” is described in Section 5‐02.5.    “Longitudinal Joint Seal”, per linear foot.    The unit Contract price per linear foot for “Longitudinal Joint Seal” shall be full payment for  all costs incurred to perform the Work described in Section 5‐04.3(12).    “Planing Bituminous Pavement”, per square yard.    The unit Contract price per square yard for “Planing Bituminous Pavement” shall be full  payment for all costs incurred to perform the Work described in Section 5‐04.3(14).    “Temporary Pavement Marking”, per linear foot.    Payment for “Temporary Pavement Marking” is described in Section 8‐23.5.     “Water”, per M gallon.    Payment for “Water” is described in Section 2‐07.5.    “Job Mix Compliance Price Adjustment”, by calculation.    “Job Mix Compliance Price Adjustment” will be calculated and paid for as described in Section  5‐04.3(9)C6.    “Compaction Price Adjustment”, by calculation.    “Compaction Price Adjustment” will be calculated and paid for as described in Section 5‐ 04..3(10)D3.    “Roadway Core”, per each.    The Contractor’s costs for all other Work associated with the coring (e.g., traffic control) shall  be incidental and included within the unit Bid price per each and no additional payments will  be made.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 80                                                                                                  2022    “Cyclic Density Price Adjustment”, by calculation.    “Cyclic Density Price Adjustment” will be calculated and paid for as described in Section 5‐ 04.3(10)B.    Asphalt Cost Price Adjustment    The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment,  for qualifying changes in the reference cost of asphalt binder.  The adjustment will be applied to  partial payments made according to Section 1‐09.9 for the following bid items when they are  included in the proposal:    “HMA Cl. ___ PG ___”  “HMA for Approach Cl. ___ PG ___”  “HMA for Preleveling Cl. ___ PG ___”  “HMA for Pavement Repair Cl. ___ PG ___”  “Commercial HMA”    The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder.   The Contracting Agency does not guarantee that asphalt binder will be available at the reference  cost.    The Contracting Agency will establish asphalt binder reference costs twice each month and post  the information on the Agency website at: https://wsdot.wa.gov/business‐wsdot/how‐do‐ business‐us/public‐works‐contracts/payments‐reporting/asphalt‐binder‐reference‐cost. The  reference cost will be determined using posted prices furnished by Poten & Partners, Inc.  If the  selected price source ceases to be available for any reason, then the Contracting Agency will  select a substitute price source to establish the reference cost.    Price adjustments will be calculated one time per month. No price adjustment will be made if the  Current Reference Cost is within +/‐5% of the Base Cost. Reference costs for projects located in  Eastern versus Western Washington shall be selected from the column in the WSDOT website  table labeled “Eastern”, or “Western”, accordingly. The adjustment will be calculated as follows:    If the reference cost is greater than or equal to 105% of the base cost, then   Asphalt Cost Price Adjustment = (Current Reference Cost – (1.05 x Base Cost)) x   (Q x 0.056).    If the reference cost is less than or equal to 95% of the base cost, then   Asphalt Cost Price Adjustment = (Current Reference Cost – (0.95 x Base Cost)) x   (Q x 0.056).    Where:   Current Reference Cost is selected from the website table based on the “Date  Effective” that immediately precedes the current month’s progress estimate end  date. For work completed after all authorized working days are used, the adjustment     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 81                                                                                                  2022  will be based on the posted reference cost during which contract time was  exhausted.    Base Cost is selected from the website table based on the “Date Effective” that  immediately precedes the contract bid opening date, and shall be a constant for all  monthly adjustments.    Q = total tons of all classes of HMA paid in the current month’s progress payment.      “Asphalt Cost Price Adjustment”, by calculation.    “Asphalt Cost Price Adjustment” will be calculated and paid for as described in this section.   For the purpose of providing a common proposal for all bidders, the Contracting Agency has  entered an amount in the proposal to become a part of the total bid by the Contractor.      END OF DIVISION 5     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 82                                                                                                  2022  DIVISION 6 – STRUCTURES  6‐01 General Requirements for Structures  6‐01.5 Work Access and Temporary Structures   (April 1, 2019 APWA GSP)  Section 6‐01.5 is re‐titled and revised to read:    Work Access  The Contractor shall construct work access to accommodate all work within the wetted  perimeter, or vertically above the sensitive area, of *** the Cedar River ***, as shown in the  plans or staked by the Engineer. The Contractor shall construct and remove the work access in  accordance with all environmental regulations and permits, including those specified in Sections  1‐07.5 and 1‐07.6.    Submittals  The Contractor shall submit Type 2E Working Drawings of the Work Access., except that if the  Contractor chooses an access alternative using a work trestle structure, the Working Drawings  shall be Type 2E. The Contractor shall design the Work Access structure to withstand all  applicable loads in accordance with accepted design codes.  The Contractor shall specify the  design code(s) in the design calculations and working drawings.    The Contractor shall include information with the work access submittal on the construction  equipment that will use the work access. The Contractor shall specify the type and model of  construction equipment to be used, and shall include equipment catalogue cuts with capacities  and geometry. The Contractor shall include anticipated wheel or track loads, axle spacings,  outrigger geometry and reactions, crane pick angles and reach, and other equipment details.    The Working Drawings shall include the proposed low chord elevation of the Work Access. Refer  to Appendix A for information on the probable water surface elevation of the Cedar River at the  bridge.     The submittal shall include a list of the materials to be permanently incorporated in the Work  conducted with the Work Access in place, along with copies of the purchase orders and delivery  dates for these materials.     Payment  Payment will be made for the following Bid items when they are included in the Proposal:    "Work Access ‐ ___”, lump sum.  (******)  The unit contract price for "Work Access ‐ ___" shall be full pay for providing all costs incurred  by the Contractor to design, construct, maintain, and remove Work Access to perform the Work.  Payment for “Work Access ‐ ___” will be made on the following basis:        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 83                                                                                                  2022  • Payment will be 5% of the lump sum bid price upon submission and approval of the Work  Access submittal by the Engineer.   • Payment will be 10% of the lump sum bid price upon the complete installation of the Work  Access.   • Payment will be 5% of the lump sum bid price upon the complete removal of the Work Access  and issuance of substantial completion for the project.   • Payment for the remaining 80% of the lump sum bid price will be divided by the total number  of weeks that the Work Access is required for the Work. This weekly amount will then be  multiplied by the number of weeks in a progress payment period and that resultant total will  be paid with each progress payment issued, until 80% of the lump sum bid price is reached.   6‐01.13 Bridge Jacking  (******)  Section 6‐01.13 is re‐titled and revised to read:    Description  This Work consists of the design, furnishing, fabrication, erection and removal of a jacking system  for the purpose of raising and lowering the bridge superstructure.    Materials  Materials shall meet the requirements of Section 6‐03.2.    Construction Requirements  The Contractor shall be responsible for the design, furnishing, fabrication, erection, and removal  of the bridge jacking system.    Where the replacement of bearings is called for in the Plans, the design shall take into account  the possible difference in bearing size between the new and the original and ensure that the  placement of the temporary supports do not interfere with the proper placing of bearings.    Where necessary, the design of temporary supports shall account for articulation of the  superstructure.    The design shall account for the condition of the structure at the time of jacking.  It shall take  into account any deterioration and/or removals prior to and during the duration of the jacking  and remedial work.    Jacking supports may only be placed on the superstructure, substructure or on dry ground.   Under no circumstances shall supports be placed into the river bed. The jacking supports shall  not restrict the clearances to the river.    The jacks and jacking system shall have a capacity of no less than 150% of the reaction loads  specified below. Shims and blocking used to support the jacks shall also be designed for 150% of  the reaction loads listed below.    Bearing location  Reaction  Main Bearings    281 kip     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 84                                                                                                  2022  The Contractor shall submit all shop detail plans for fabricating the jacking system as Type 2E  Working Drawings.     The Jacking System Working Drawings shall include the following:    1. Jacking methodology and sequence.  2. Location, number, type and capacity of the jacks to be used.  3. Description of the control system, complete with all design, schematics and equipment to be  used.  4. Location and material to be used for temporary blocking and shimming.  5. Schematic showing the configuration of all jacks, stop valves, gauges, manifolds and hydraulic  pumps.  6. Current calibration certificates for all jacks and gauges.  7. Full details of the temporary support system including forces to be transmitted and method  of transferring the loads to the substructure or founding strata.  8. Strengthening of the existing structure where necessary.    The Contractor shall have a copy of the signed and sealed Jacking System Working Drawings at  the site during jacking system setup and operations.    All falsework shall meet the requirements of Section 6‐02.    Prior to jacking, the Contractor shall ensure that all existing expansion joints are free to move  vertically and that no other bridge features (i.e. guardrail, handrail) will impede the jacking  process.     The lifting and lowering of the entire width of the structure shall be carried out in one uniform  and synchronized operation. At no point during the lifting or lowering of the structure shall the  difference between any two jacking points be greater than 1/8 inch as measured at the center  line of bearings.    In the event that the jacking system requires cutting, drilling or partial removal of the bridge deck  or any other bridge feature, the Contractor shall repair or replace said feature to pre‐jacking  condition.     It is the responsibility of the Contractor to coordinate with the Utility Company for adjustments,  removals, or modification of any bridge supported utilities required for the jacking process.    Measurement  Bridge jacking will be measured by lump sum.    Payment  Payment will be made for the following Bid items when they are included in the Proposal:    “Bridge Jacking", lump sum.    The unit contract price for "Bridge Jacking" shall be full pay for designing the bridge jacking  system, installing the bridge jacking system, jacking the bridge, lowering the bridge, removal     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 85                                                                                                  2022  of the bridge jacking system, and the restoration of the bridge where modified for the bridge  jacking system. Payment for “Bridge Jacking” will be made on the following basis:      Payment will be 5% of the lump sum bid price upon submission and approval of the  Jacking System submittal by the Engineer.    Payment will be 15% of the lump sum bid price upon the complete installation of the  Jacking System.   Payment will be 30% of the lump sum bid price upon elevating one end of the bridge to  remove existing bearings and lowering the same end of bridge onto the new bearings.   Payment will be 30% of the lump sum bid price upon elevating the opposite end of the  bridge to remove existing bearings and lowering the same end of bridge onto the new  bearings.   Payment will be 10% of the lump sum bid price upon the complete removal of the Jacking  System.   Payment will be 10% of the lump sum bid price upon the restoration of the bridge to pre‐ jacking condition for any cutting, drilling or partial removal of the bridge deck or any  other bridge feature to accommodate the Jacking System and issuance of substantial  completion for the project.   6‐02 Concrete Structures  6‐02.2 Materials  (September 8, 2020 WSDOT GSP)  Section 6‐02.2 is supplemented with the following:    Epoxy Bonding Agent For Surfaces And For Steel Reinforcing Bar Dowels  Epoxy bonding agent for surfaces shall be Type II, as specified in Section 9‐26.1. Epoxy bonding  agent for steel reinforcing bar dowels shall be either Type I or Type IV, as specified in Section 9‐ 26.1. The grade and class of epoxy bonding agent shall be as recommended by the resin  manufacturer.  (April 6, 2015 WSDOT GSP)  Polyester Concrete    Polyester Resin Binder  The resin shall be an unsaturated isophthalic polyester‐styrene co‐polymer.    Prior to adding the initiator, the resin shall conform to the following requirements:    Viscosity:    75 to 200 cps    ASTM D 2196      (20 rpm at 77°F, RVT No. 1 spindle)    Specific Gravity:  1.05 to 1.10 at 77°F    ASTM D 1475    Styrene Content:  45% to 50% by weight    ASTM D 2369      of polyester styrene resin     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 86                                                                                                  2022    The hardened resin shall conform to the following requirements:    Elongation:    35% minimum    ASTM D 638      w/ thickness 0.25" ± 0.04"    Tensile Strength:  2,500 psi minimum    ASTM D 638      w/ thickness 0.25" ± 0.04"    Conditioning  18 hours/77°F/50% + 5 hours/158°F ASTM D 618    Silane Coupler:  1.0% minimum (by weight of polyester‐styrene resin)    The silane coupler shall be an organosilane ester, gammamethacryloxypro‐ pyltrimethoxysilane.  The promoter/hardeners shall be compatible with suitable methyl ethyl  ketone peroxide (MEKP) and cumene hydroperoxide (CHP) initiators.  MEKP and CHP  initiators shall be used as recommended by the manufacturer.    Polyester resin binder will be accepted based on submittal to the Engineer of a  Manufacturer’s Certificate of Compliance.    High Molecular Weight Methacrylate (HMWM) Resin  In addition to the viscosity and density properties, and the promoter/initiator system,  specified in Section 6‐09.2, the HMWM resin for polyester concrete shall conform to the  following requirements:    Flash Point:    180°F minimum    ASTM D 3278    Tack‐Free Time:  400 minutes maximum  California Test 551    Prior to adding initiator, the HMWM resin shall have a maximum volatile content of 30  percent, when tested in conformance with ASTM D 2369.    HMWM resin will be accepted based on submittal to the Engineer of a Manufacturer’s  Certificate of Compliance.    Aggregate  The aggregate shall be from a WSDOT approved pit site and shall be thoroughly washed and  kiln dried.    The aggregate shall conform to Section 9‐03.1(5)B for either 1/2‐inch or 3/8‐inch maximum  nominal aggregate size.    The combined aggregate shall have a maximum of 45 percent crushed particles. Fine  aggregate shall conform to Section 9‐03.13.    Aggregate absorption shall not exceed 1.0 percent. The moisture content of the aggregate  shall not exceed one half of the aggregate absorption at the time of mixing with the polyester     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 87                                                                                                  2022  resin binder. The aggregate temperature shall be between 45F and 100F at the time of  mixing.    Sand for Abrasive Finish  The sand for abrasive finish shall conform to Section 6‐09.2, and the aggregate moisture  content requirements specified above.  (April 6, 2015 WSDOT GSP)  Elastomeric Concrete    Elastomeric concrete shall be one of the following three products:    BASF/Watson Bowman Acme Wabo Crete II    D. S. Brown Delcrete    R. J. Watson Poly‐Tron    The elastomeric concrete aggregate shall be as specified, gradated, and packaged by the  elastomeric concrete manufacturer.    The primer shall be as recommended by the elastomeric concrete manufacturer.    The Contractor shall deliver the elastomeric concrete components to the job site in the  elastomeric concrete manufacturer's original sealed containers. Each container shall be marked  with the sealant manufacturer's name and lot or batch number. Each lot or batch shall be  accompanied by the manufacturer's Safety Data Sheet (SDS), and Manufacturer’s Certificate of  Compliance, identifying the elastomeric concrete manufacturer and the lot or batch number, and  certifying that the materials conform to the properties stated in the product data sheet.  (April 30, 2001 WSDOT GSP)  Bridge Drain Risers  Spacer bars and riser bars for the drain riser assembly shall conform to ASTM A 36.  6‐02.3 Construction Requirements  (April 6, 2015 WSDOT GSP)  Section 6‐02.3 is supplemented with the following:    Seismic Retrofit    Seismic Retrofit Demolition Plan  The Contractor shall submit Type 2 Working Drawings showing the method of removing the  specified portions of the existing bridges required by the seismic retrofit work.  The Working  Drawings shall show the sequence of demolition and removal, the type of equipment to be  used in all demolition and removal operations, and details of the methods and equipment     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 88                                                                                                  2022  used for containment, collection, and disposal of all debris.  The Working Drawings shall show  all stages of demolition.  (April 6, 2015 WSDOT GSP)  Removing Portions of Existing Concrete  The Contractor shall remove portions of existing concrete required by the seismic retrofit  work in accordance with Section 2‐02.3(2)A2 and as shown in the Plans.    The Contractor shall dispose of all materials removed by the demolition operations in  accordance with Section 2‐02.3.    The Contractor shall roughen, clean, and saturate the existing concrete surfaces bonding to  the fresh concrete in accordance with Section 6‐02.3(12).  (April 6, 2015 WSDOT GSP)  Drilling Holes and Setting Steel Reinforcing Bars, and Placing Concrete  The Contractor shall drill holes for, and set, steel reinforcing bars into the existing concrete  as shown in the Plans in accordance with Section 6‐02.3(24)C as supplemented in these  Special Provisions.  (January 7, 2019 WSDOT GSP)  Polyester Concrete    Manufacturer’s Technical Representative  The Contractor shall have the services of a qualified polyester concrete manufacturer's  technical representative physically present at the job site. The manufacturer’s technical  representative shall assist the Contractor in training the Contractor’s personnel and  providing technical assistance in preparing the header blockout surface, applying primer, and  mixing, placing, and curing the polyester concrete.    Mix Design  Polyester concrete shall be composed of the following three components – polyester resin  binder, high molecular weight methacrylate (HMWM) resin, and aggregate, in accordance  with Section 6‐02.2 as supplemented in these Special Provisions.    The Contractor shall prepare and submit a Type 1 Working Drawing consisting of the  polyester concrete design mix and mixing procedure. The mix design shall include a  recommended initiator percentage for the expected application temperature, and the  recommended amount of polyester resin binder as a percentage of the dry weight of  aggregate. The amount of peroxide initiator used shall result in a polyester concrete set time  between 30 and 120 minutes during placement as determined by California Test 551, Part 2,  “Method of Test For Determination of Set Time of Concrete Overlay and Patching Materials”,  by Gilmore Needles. Accelerators or inhibitors may be required as recommended by the  polyester resin binder supplier.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 89                                                                                                  2022  Delivery and Storage of Materials  All materials shall be delivered in their original containers bearing the manufacturer's label,  specifying date of manufacturing, batch number, trade name brand, and quantity. Each  shipment of polyester resin binder and HMWM resin shall be accompanied by a Safety Data  Sheet (SDS).    The material shall be stored in accordance with the manufacturer’s recommendations.    Sufficient material to perform the entire polyester concrete application shall be in storage at  the site prior to any field preparation.    Equipment and Containment  The Contractor shall submit a Type 1 Working Drawing consisting of all equipment for  cleaning the concrete and steel surfaces, and mixing and applying the polyester concrete.    The HMWM resin, and abrasive blasting materials, shall be contained and restricted to the  surface receiving the polyester concrete only, and shall not escape to the surrounding  environment. The Contractor shall submit a Type 1 Working Drawing consisting of the  method and materials used to collect and contain the HMWM resin, and abrasive blasting  materials.    Surface Preparation  The concrete and steel surfaces shall be prepared by removing all material which may act as  a bond breaker between the surface and the polyester concrete.  Surface cleaning shall be  by abrasive blasting. Precautions shall be taken to ensure that no dust or debris leaves the  bridge deck and that all traffic is protected from rebound and dust.    If the concrete or steel surfaces become contaminated, the contaminated areas shall be  recleaned by abrasive blasting.    Application of Prime Coat  Application of the HMWM prime coat and the polyester concrete shall not begin if rain is  forecast within 12‐hours of completion of the Work. The area receiving the prime coat shall  be dry and had no rain within the past 12 hours. Immediately prior to applying the prime  coat, the surfaces shall be cleaned to remove accumulated dust and any other loose material.    The concrete bridge deck surface shall be between 50F and 85F when applying the prime  coat.    The Contractor shall apply one coat of promoted/initiated wax‐free HMWM resin to the  prepared concrete and steel surfaces immediately before placing the polymer concrete. The  promoted/initiated resin shall be worked into the concrete in a manner to assure complete  coverage of the area receiving polyester concrete.  A one pint sample of each batch of  promoted/initiated HMWM resin shall be retained and submitted to the Engineer at the time  of primer application.    The prime coat shall cure for 30 minutes minimum before beginning placement of the  polyester concrete. Placement of the polymer concrete shall not proceed until the Engineer     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 90                                                                                                  2022  verifies that the HMWM resin was properly promoted and initiated, as evidenced by the  HMWM batch sample.    If the primed surface becomes contaminated, the contaminated area shall be cleaned by  abrasive blasting and reprimed.    Mixing Equipment for Polyester Concrete  Polyester concrete shall be mixed in mechanically operated mixers in accordance with the  mix design as approved by the Engineer. The mixer size shall be limited to a nine cubic yard  maximum capacity, unless otherwise approved by the Engineer.    The aggregate and resin volumes shall be recorded for each batch along with the date of  each recording. A printout of the recordings shall be furnished to the Engineer at the end of  each work shift.    The Contractor shall prevent any cleaning chemicals from reaching the polyester mix during  the mixing operations.    Mixing Components  The polyester resin binder in the polyester modified concrete shall be approximately 12  percent by weight of the dry aggregate. The Contractor shall specify the exact percentage in  the mix design Working Drawing submittal.    The polyester resin binder shall be initiated and thoroughly blended just prior to mixing the  aggregate and binder. The polyester concrete shall be thoroughly mixed prior to placing.    Polyester Concrete Placement  The polyester concrete shall be placed within two hours of placing the prime coat.    Polyester concrete shall be placed within 15 minutes following initiation. Polyester concrete  that is not placed within this time shall be discarded.    The surface temperature of the area receiving the polyester concrete shall be the same as  specified above for the HMWM prime coat.    The polyester concrete shall be consolidated in accordance with the manufacturer’s  recommendations.    Finished Polyester Concrete Surface  The finished surface of the polyester concrete shall smooth and uniform as to crown and  grade in accordance with Section 6‐02.3(10)D3.    Finishing equipment used shall strike off the polyester concrete to the established grade and  cross section.    The polyester concrete shall receive an abrasive sand finish. The sand finish shall be applied  by hand immediately after strike‐off and before gelling occurs. Sand shall be broadcast onto  the surface to affect a uniform coverage of a minimum of 0.8 pounds per square yard.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 91                                                                                                  2022  Curing  The polyester concrete shall be cured in accordance with the manufacturer’s  recommendations.  The Contractor shall measure the compressive strength of the cured  polyester concrete with a rebound hammer in accordance with ASTM C 805.  The readings  of the rebound hammer used shall be correlated to the compressive strength of the polyester  concrete product in accordance with ASTM C 805 Section 5.4, and the Contractor shall submit  a Type 1 Working Drawing of this correlation.    Traffic and equipment shall not be permitted on the polyester concrete until it achieves a  compressive strength of 2500 psi based on the rebound hammer readings and the correlation  chart for the rebound hammer used.  (January 7, 2019 WSDOT GSP)  Elastomeric Concrete  Elastomeric concrete shall be composed of the following three components – two‐component  polyurethane resin binder, and aggregate, in accordance with Section 6‐02.2 as supplemented in  these Special Provisions.    Manufacturer’s Technical Representative  The Contractor shall have the services of a qualified elastomeric concrete manufacturer's  technical representative physically present at the job site. The manufacturer’s technical  representative shall assist the Contractor in training the Contractor’s personnel and  providing technical assistance in preparing the header blockout surface, applying primer, and  mixing, placing, and curing the elastomeric concrete.    Delivery and Storage of Materials  All materials shall be delivered in their original containers bearing the manufacturer's label,  specifying date of manufacturing, batch number, trade name brand, and quantity. Each  shipment of polyurethane resin binder shall be accompanied by a Safety Data Sheet (SDS).    The materials shall be stored in accordance with the manufacturer’s recommendations.    Sufficient material to perform the entire elastomeric concrete application shall be in storage  at the site prior to any field preparation.    Equipment and Containment  The Contractor shall submit a Type 1 Working Drawing consisting of all equipment for  cleaning the concrete and steel surfaces, and mixing and applying the elastomeric concrete.    The abrasive blasting materials shall be contained and restricted to the surface receiving the  elastomeric concrete only and shall not escape to the surrounding environment. The  Contractor shall submit a Type 1 Working Drawing consisting of the method and materials  used to collect and contain the abrasive blasting materials.    Surface Preparation  The concrete and steel surfaces shall be prepared by removing all material which may act as  a bond breaker between the surface and the elastomeric concrete, including the removal of     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 92                                                                                                  2022  all loose, deteriorated, or otherwise unsound concrete. Steel surfaces shall be cleaned and  prepared to an SSPC SP‐10 surface condition.  Surface cleaning shall be by abrasive blasting.    Precautions shall be taken to ensure that no dust or debris leaves the bridge deck and that  all traffic is protected from rebound and dust.     If the concrete or steel surfaces become contaminated, the contaminated areas shall be  recleaned by abrasive blasting.    Freshly placed concrete shall be cured for a minimum of 14 calendar days before application  of primer and elastomeric concrete.    Application of Prime Coat  Application of the prime coat and the elastomeric concrete shall not begin if rain is forecast  within 12‐hours of completion of the Work. The area receiving the prime coat shall be dry  and had no rain within the past 12 hours. Immediately prior to applying the prime coat, the  surfaces shall be cleaned to remove accumulated dust and any other loose material.    The concrete bridge deck surface shall be between 50F and 85F when applying the prime  coat.    The Contractor shall apply primer in accordance with the elastomeric concrete  manufacturer's recommendations and shall limit the extent of primer application to that  surface area that can be covered by a layer of elastomeric concrete before primer cure.    If the primed surface becomes contaminated, the contaminated area shall be cleaned by  abrasive blasting and reprimed.    Mixing Components  The Contractor shall mix the elastomeric concrete components and the resultant mixture in  accordance with the equipment and procedure recommended by the elastomeric concrete  manufacturer.    Elastomeric Concrete Placement  The elastomeric concrete shall be placed on the liquid prime coat within the time limits  specified by the manufacturer. Elastomeric concrete shall be placed in layers not to exceed  the maximum depth recommended by the elastomeric concrete manufacturer. At locations  deep enough to require placement of multiple layers of elastomeric concrete, each layer shall  be cured, and the top of the previous layer roughened, as recommended by the elastomeric  concrete manufacturer before placement of the next layer.    Elastomeric concrete shall be placed within five minutes of initiation.    The surface temperature of the area receiving the elastomeric concrete shall be the same as  specified above for the prime coat.    Finished Elastomeric Concrete Surface     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 93                                                                                                  2022  The finished surface of the elastomeric concrete shall be smooth and uniform as to crown  and grade in accordance with Section 6‐02.3(10)D3.    Finishing tools or equipment used shall strike off the elastomeric concrete to the established  grade and cross section.    The finished surface of elastomeric concrete shall receive an abrasive sand finish. The sand  finish shall be applied by hand immediately after strike‐off and before gelling occurs. Sand  shall be broadcast onto the surface to affect a uniform coverage of a minimum of 0.8 pounds  per square yard.    Curing  The elastomeric concrete shall be cured in accordance with the manufacturer’s  recommendations.  The Contractor shall measure the compressive strength of the cured  elastomeric concrete with a rebound hammer in accordance with ASTM C805.  The readings  of the rebound hammer used shall be correlated to the compressive strength of the  elastomeric concrete product in accordance with ASTM C805 Section 5.4, and the Contractor  shall submit a Type 1 Working Drawing of this correlation.    Traffic and equipment shall not be permitted on the elastomeric concrete until it achieves a  compressive strength of 2500 psi based on the rebound hammer readings and the correlation  chart for the rebound hammer used.  6‐02.3(9) Precast Concrete Units  (******)  Section 6‐02.3(9) is supplemented with the following:    Concrete for Precast Bearing Pedestals shall be Conc. Class 4000.   6‐02.3(9)A Shop Drawings  (******)  Section 6‐02.3(9)A is supplemented with the following:    8. Containment system for casting areas on the pier seats, as applicable.     9. Proposed method for concrete placement in casting areas on the pier seats, as applicable.  6‐02.3(9)B Casting  (******)  Section 6‐02.3(9)B is supplemented with the following:    The Precast Bearing Pedestals may be cast on‐site, on the pier seats, adjacent to the existing  bearing locations. Should this occur, the Contractor shall ensure that the casting locations do not  interfere with the bridge jacking system described in Section 6‐01.13. Additionally, the     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 94                                                                                                  2022  Contractor shall provide complete containment around the casting locations to prevent wet  concrete and/or concrete wastewater from entering waters of the state.   6‐02.3(9)I Erection  (******)  Section 6‐02.3(9)I is supplemented with the following:    Precast Bearing Pedestals are to be placed in final position after the bridge is elevated, the  existing bearings are removed, the placement area is cleaned and the epoxy bonding agent for  surfaces is applied. Precast bearing pedestals are not to be placed until the specified concrete  strength is achieved.    6‐02.3(10) Bridge Decks and Bridge Approach Slabs  6‐02.3(10)D Concrete Placement, Finishing, and Texturing  (******)  Section 6‐02.3(10)D is supplemented with the following:    Bridge Drain Risers  The Contractor shall submit a Type 2 Working Drawing consisting of the method of cleaning the  existing drain casting surfaces in contact with the drain risers. The shop drawings and weld  procedures for the drain riser assemblies shall be submitted in accordance with Sections 6‐ 03.3(7) and 6‐03.3(25).    The debris from cleaning the drain casting contact surfaces and all debris in the bridge drain  cavity, shall be disposed of in accordance with Section 2‐02.3.    After cleaning the bridge drain casting contact surfaces, the Contractor shall install the spacer  bars and riser bars of the bridge drain riser assembly as shown in the Plans.    All exposed surfaces of the spacer bars and riser bars following installation shall be painted with  two coats of paint conforming to Section 9‐08.1(2)F.  Each coat shall have a minimum dry film  thickness of two mils.  6‐02.3(13) Expansion Joints  Section 6‐02.3(13) is supplemented with the following:    Expansion Joint Modification  (April 6, 2015 WSDOT GSP)  Expansion Joint Demolition Plan  The Contractor shall submit Type 2 Working Drawings showing the method of removing the  specified portions of the existing bridge expansion joints. The Working Drawings shall show  the sequence of demolition and removal, the type of equipment to be used in all demolition  and removal operations, and details of the methods and equipment used for containment,     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 95                                                                                                  2022  collection, and disposal of all debris. The Working Drawings shall show all stages of  demolition.  (April 6, 2015 WSDOT GSP)  Removing Portions of Existing Bridge Expansion Joints  The Contractor shall remove all concrete, expansion joint materials, overlay, dirt and debris  at the bridge expansion joints of Bridge No(s). *** Renton‐42, Bronson Way Bridge *** within  the blockout dimensions shown in the Plans.    Concrete removal shall conform to Section 2‐02.3(2)A2 and the following restriction on  power driven tools:    1. Jack hammers no heavier than the nominal 30 pound class.    2. Chipping hammers no heavier than the nominal 15 pound class.    No other power driven equipment shall be used to remove concrete in the vicinity of the  bridge expansion joints. The power driven tools shall be operated at angles less than 45  degrees as measured from the surface of the deck to the tool.    The Contractor shall dispose of all materials removed from the bridge expansion joints in  accordance with Section 2‐02.3.    For polyester concrete headers, or elastomeric concrete headers, the Contractor shall clean  and prepare all existing concrete surfaces bonding to the header in accordance with the  Polyester Concrete or Elastomeric Concrete subsection, respectively, to Section 6‐02.3 as  supplemented in these Special Provisions.  For concrete headers, the Contractor shall clean  and prepare all existing concrete surfaces bonding to the header in accordance with Section  6‐02.3(12)B.  (April 6, 2015 WSDOT GSP)  Placing Polyester Concrete or Elastomeric Concrete Headers  The Contractor shall form the polyester concrete or the elastomeric concrete headers in  accordance with either the Polyester Concrete or the Elastomeric Concrete subsection to  Section 6‐02.3 as supplemented in these Special Provisions. The Contractor shall remove all  forms from the bridge expansion joints after casting and curing the polyester concrete or the  elastomeric concrete headers.  (September 8, 2020 WSDOT GSP)  Placing Concrete Headers  The Contractor shall form, cast, and cure, the concrete headers in accordance with Section  6‐02.3 and as shown in the Plans. Unless the Plans or Special Provisions specify a different  strength, the concrete headers shall have attained a minimum compressive strength of 2,500  psi before the Contractor may allow traffic to pass across the expansion joint.        Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 96                                                                                                  2022  6‐02.3(19)  Bridge Bearings  (******)  Replace item 1 in Section 6‐2.3(19) with the following:    1. Elastomeric (bearing) pads conforming to Section 9‐31.8(1).  6‐02.3(24)  Reinforcement  6‐02.3(24)C Placing and Fastening  (September 8, 2020 WSDOT GSP)  Section 6‐02.3(24)C is supplemented with the following:    Drilling Holes for, and Setting, Steel Reinforcing Bar Dowels  Where called for in the Plans, holes shall be drilled into existing concrete to the size and  dimension shown in the Plans. The Contractor may use any method for drilling the holes provided  the method selected does not damage the concrete and the steel reinforcing bar that is to  remain. Core drilling will be required when specifically noted in the Plans.    The Contractor shall exercise care in locating and drilling the holes to avoid damage to existing  steel reinforcing bars and concrete. Location of the holes may be shifted slightly with the  acceptance of the Engineer in order to avoid damaging the existing steel reinforcing bars. All  damage caused by the Contractor's operations shall be repaired by the Contractor in accordance  with Section 1‐07.13.    Steel reinforcing bars shall be set into the holes noted in the Plans with epoxy resin. The holes  shall be cleaned before placing the resin.    The Contractor shall demonstrate, to the satisfaction of the Engineer, that the method used for  setting the steel reinforcing bars completely fills the void between the steel reinforcing bar and  the concrete with epoxy resin. Dams shall be placed at the front of the holes to confine the epoxy  and shall not be removed until the epoxy has cured in the hole.  6‐02.4 Measurement  (******)  Section 6‐02.4 is supplemented with the following:    Precast bearing pedestals shall be measure per each installed.     Expansion joint modification shall be measured by the lineal foot, measured along the line of the  completed expansion joint modification.    Elastomeric pads will be measured per each installed.  (June 26, 2000 WSDOT GSP)     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 97                                                                                                  2022  Modify bridge drain will be measured per each for each bridge drain modified.  6‐02.5 Payment  (******)  Section 6‐02.5 is supplemented with the following:    “Precast Bearing Pedestals”, per each.     The unit Contract price per each for "Precast Bearing Pedestal" shall be full pay for performing  the Work as specified in Section 6‐02.3(9) and providing all tools, materials, labor, and equipment  to fabricate and install the precast bearing pedestals in their final position on the bridge. The  steel reinforcing bars included in the precast bearing pedestals will be paid for under the bid item  “St. Reinf. Bar for Bridge”.     “Expansion Joint Modification ___”, lineal foot.    “Elastomeric Pad ‐ Superstr.", per each.    The unit Contract price per each for "Elastomeric Pad ‐ Superstr." shall be full pay for performing  the Work as specified in Section 6‐02.3(19) and providing all tools, materials, labor, and  equipment to fabricate and install the elastomeric pads in their final position on the bridge.    (June 26, 2000 WSDOT GSP)  “Modify Bridge Drain ‐ ___”, per each.  6‐07 Painting  6‐07.1 Description  (August 3, 2009 WSDOT GSP)  Section 6‐07.1 is supplemented with the following:    This work shall consist of cleaning and painting all exposed metal surfaces of Bridge No(s). ***  Renton‐42, Bronson Way Bridge ***, in accordance with Section 6‐07.3(10), except as otherwise  noted below.    Portions of the structure(s) excluded from this work include:    *** None ***    Light fixtures and lenses, including navigation, aircraft, flag pole luminaire, and luminaire light  fixtures and lenses, shall not be painted and shall be kept clean from paint. The Contractor shall  remove all paint from the light fixtures and lenses due to the painting operation.  6‐07.3 Construction Requirements     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 98                                                                                                  2022  6‐07.3(10) Painting Existing Steel Structures  (August 3, 2009 WSDOT GSP)  Section 6‐07.3(10) is supplemented with the following:    The Contractor *** shall not *** paint the existing utility company conduits attached to the  structure, such as sewer, water, gas and telephone.  The Contractor shall protect the utilities  from damage due to operations on the bridges.  6‐07.3(10)E Surface Preparation ‐ Full Paint Removal  (April 5, 2010 WSDOT GSP)  Section 6‐07.3(10)E is supplemented with the following:    The following steel surfaces of Bridge No(s). *** Renton‐42, Bronson Way Bridge *** shall  receive full paint removal surface preparation in accordance with this Section:    *** All steel surfaces receiving paint shall have the existing paint system removed. ***  6‐07.3(10)I Paint Color  (August 3, 2009 WSDOT GSP)  Section 6‐07.3(10)I is supplemented with the following:    The color of the top coat, when dry, shall match *** SAE AMS‐STD‐595 Color 26493 ***.  ***  Submit color to the Engineer for approval. ***  6‐08 Bituminous Surfacing on Structure Decks  6‐08.3 Construction Requirements  (October 29, 2020 WSDOT GSP)  Section 6‐08.3 is supplemented with the following:    Surfacing Removal and Paving Equipment Load and Spacing Restrictions  The following bridge(s) is (are) subject to the requirements and restrictions of this Special  Provision:    *** Bridge Name: Bronson Way Bridge       Bridge Number: Renton‐42***    The gross vehicle weight (GVW) of the surfacing removal and paving train vehicles (planers,  scrapers, haul trucks, asphalt pavers, MTD/V, and rollers) allowed on the bridge shall not exceed  the maximum GVW specified in the Plans and the spacing of the vehicles shall not be less than  that specified in the Plans unless otherwise accepted as described in the Submittal of Alternative  Surfacing Removal and HMA Paving Trains subsection of this Special Provision.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 99                                                                                                  2022  The Contractor shall submit a Type 2 Working Drawing consisting of the proposed methods and  equipment to be used to remove surfacing and apply HMA overlay to the bridge deck.  The  Working Drawing shall include catalogue cuts, make, model, axle spacing, and gross weights of  all surfacing removal equipment, pavers, rollers, and haul trucks used to conduct surfacing  removal and paving operations on the bridge.  The Working Drawing shall show the surfacing  removal train units and paving train units and associated support equipment that is  simultaneously on the bridge, in longitudinal section.  The longitudinal section shall show the  units in operational order.  The details shall show or specify means of confirming in the field that  the equipment units conform to and do not exceed the load limits specified in the Plans.    Submittal of Alternative Surfacing Removal and HMA Paving Trains  During the Bid period, prospective Bidders may submit a maximum of two surfacing removal and  HMA paving trains for review and comment.  The submittal shall consist of the maximum gross  vehicle weights including loaded weights for removal equipment, haul trucks, rollers, pavers, etc.,  the axle spacing of the equipment and the minimum spacing between adjacent pieces of  equipment.  Submittals must be received by the Contracting Agency’s representative identified  in the Notice to All Planholders by 5:00 PM one week prior to Bid opening.  Electronic submittals  will be accepted. All submittals received by the required date and time, both accepted and not  accepted, will be posted on the Contract Ad & Award information page no later than the Friday  prior to Bid opening.  6‐08.4 Measurement  (******)  Section 6‐08.4 is supplemented with the following:    Bridge Deck Repair shall be by force account.  6‐08.5 Payment  (******)  Section 6‐08.5 is supplemented with the following:    “Bridge Deck Repair.", Est.    “Bridge Deck Repair” shall be paid for by Force Account as provided in Section 1‐09.6 and will be  full payment for all work required to perform bridge deck repairs at locations determined per  Section 6‐08.3(7)A and directed by the Engineer. For the purpose of providing a common  Proposal for all Bidders, the Contracting Agency has entered an amount for “Bridge Deck Repair”  in the Schedule of Prices of the Proposal to become part of the total Bid by the Contractor.    Damage to concrete bridge deck, pavement seat and steel reinforcing bar resulting from  Bituminous Pavement Surface Removal Operations is the responsibility of the Contractor to  repair and pay for per Section 6‐08.3(6).       END OF DIVISION 6     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 100                                                                                                2022  DIVISION 8 – MISCELLANEOUS CONSTRUCTION  8‐05 Miscellaneous Concrete Repairs  (******)  Section 8‐05 is re‐titled and revised to read:  8‐05.1 Description  This Work consists of the furnishing of all material, equipment, and labor for concrete repair at  various locations on the bridge as indicated in the contract drawings and curb repair for the bridge  deck as shown in the contract drawings.  8‐05.2 Materials  Materials shall be the requirements of the following sections:    Cementitious patching material       Section 9‐20.2.   Steel reinforcing bars       Section 9‐07.2.    8‐05.3 Construction Requirements  The repair procedure for concrete repair shall follow Section 6‐01.16(2).     The repair procedure for curb repair shall follow the procedures shown on the contract drawings.    8‐08.4 Measurement  Concrete Repair shall be by force account.     Curb Repair will be measured by the linear foot of curb repair completed along the curb line.   8‐08.5 Payment  Payment will be made for the following Bid items when they are included in the Proposal:    “Concrete Repair", by force account as provided in Section 1‐09.6.    “Concrete Repair” will be paid for by force account as specified in Section 1‐09.6 and will be full  payment for all work required to perform concrete repairs at locations indicated in the contract  drawings, or as directed by the Engineer. This will include, but not be limited to, drilling holes for  reinforcing steel, removing and disposing of loose concrete, placing reinforcing steel, placing  patching material, sealing concrete, installing and removing access, cleaning and painting steel, and  containing and disposing of debris, as well as the work specified in Section 6‐01.16(2). For the  purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an  amount in the Proposal to become part of the total Bid by the Contractor.     “Curb Repair", per linear foot.    The unit contract price for “Curb Repair” will be full payment for all work required for curb repair at  locations shown in the contract drawings. This will include, but not be limited to, all labor, material,     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 101                                                                                                2022  and equipment to remove and dispose of loose concrete, prepare the surface, install additional  reinforcing, construct formwork, place and cure cementitious patching material, remove formwork  and containment and disposal of debris, as well as the work specified in the contract drawings for  curb repair.  8‐22 Pavement Marking  8‐22.3(3)E Installation  (******)  Supplement the first paragraph of Section 8‐22.3(3)E with the following:    7.  The distance between double centerline and double lane line shall be 4‐inches for all  locations. Refer to WSDOT Standard Plan M‐20.10‐03, Note 3.   8‐26 Temporary Fencing  (******)  Section 8‐26 is retitled and revised to read:  8‐26.1 Description  This Work consists of the furnishing of all material, equipment, and labor to install temporary fencing  as shown on the contract drawings.  8‐26.2 Materials  Temporary fencing shall be chain link fencing composed of diamond woven wire mesh mounted on  steel posts, with a minimum panel height of six (6) feet. The temporary fencing shall include  temporary supports for the base of each post.   8‐26.3 Construction Requirements  The Contractor shall install undamaged temporary fencing at the location(s) shown on the plans to  prevent public access to the work area.  8‐26.4 Measurement  Temporary Fencing will be measure per horizontal linear foot installed.  8‐26.5 Payment  Payment will be made for the following Bid items when they are included in the Proposal:    “Temporary Fencing", per foot.    The unit contract price for "Temporary Fencing" shall be full pay for providing all tools, materials,  labor, and equipment to install temporary chain link fencing for the duration of the work and to  remove the fencing at the conclusion of the work.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 102                                                                                                2022  8‐27 Site Security  (******)  Section 8‐27 is retitled and revised to read:  8‐27.1 Description  The Bronson Way Bridge is an important transportation facility that spans over the Cedar River in  downtown Renton. The Cedar River is a water of the state that contains various salmonids. The  existing paint on the bridge contains lead. The downtown area is not immune to the challenges of  vandalism, theft and arson, experienced in the larger Seattle area. Given the critical nature of the  facility and site, additional precautions are necessary to protect the facility and site from these  challenges during the course of construction of the project. This Work consists of furnishing of all  material and labor necessary to secure the site from unauthorized access during non‐working hours.     The Contractor may elect to provide site security during working hours. Should the Contractor elect  to do so, it shall be at the Contractor’s own expense.   8‐27.2 Materials   Refer to Section 8‐26 for Temporary Fencing.   8‐27.3 Site Security Plan  The Contractor shall submit a Type 2 Working Drawing consisting of a project specific Site Security  Plan for protecting the following areas from unauthorized access during non‐working hours  (including overnight hours and weekends):     1. Work Access. Refer to Section 6‐01.05.   2. Containment. Refer to Section 6‐07.3(10)A.   3. Storage Facilities. Refer to Sections 1‐07.5(7), 1‐07.15(1), 6‐07.3(2)D, 6‐07.3(2)F.       At a minimum, the Site Security Plan shall including the following:    Locations of all temporary fencing to secure all work access, storage facilities and staging areas. This  does not need to include the Temporary Fencing shown on the Contract drawings.     Security services for the site in the form of patrol and/or on‐site security. Include the name and  contact information for the security service along with the type of security (patrol and/or on‐site),  the number of personnel, times and days of the week proposed for security services.     Security services are intended to be a deterrent to unauthorized activity at the locations listed above.  However, should active unauthorized activity be observed, local law enforcement is to be contacted  immediately.   8‐27.4 Measurement  No specific unit of measurement shall apply to the lump sum item for Site Security.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 103                                                                                                2022  8‐27.5 Payment  Payment will be made for the following Bid items when they are included in the Proposal:    “Site Security", lump sum.    The unit contract price for "Site Security" shall be full pay for providing all labor, equipment  and  materials to secure the site from unauthorized access during non‐working hours. Payment for this  bid item does not include Temporary Fencing shown on the Contract drawings. Payment for “Site  Security” will be made on the following basis:     • Payment will be 5% of the lump sum bid price upon submission and approval of the Site  Security Plan by the Engineer.   • Payment will be 10% of the lump sum bid price upon the complete installation of temporary  fencing to secure all work access, storage facilities and staging areas.   • Payment will be 5% of the lump sum bid price upon the complete removal of temporary  fencing from the site and issuance of substantial completion for the project.   • Payment for the remaining 80% of the lump sum bid price will be divided by the total number  of weeks that security services are required for the Work. This weekly amount will then be  multiplied by the number of weeks in a progress payment period and that resultant total will  be paid with each progress payment issued, until 80% of the lump sum bid price is reached.         END OF DIVISION 8     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 104                                                                                                2022  DIVISION 9 – MATERIALS  9‐35 Temporary Traffic Control Measures  9‐35.5   Portable Changeable Message Signs   (January 10, 2022 WSDOT GSP)  Section 9‐35.5 is revised to read:    PCMS, mPCMS, and truck mounted PCMS shall meet the requirements of the MUTCD and the  following general requirements:    1. Use light emitting diode (LED) technology capable of emitting a yellow or amber image when  displayed with a flat black image matching the background when not activated.  2. Be capable of displaying 3‐lines of at least 8 alphanumeric characters with a minimum of one  pixel separation between each line.  3. Be capable of displaying 2 phases of messages at 2.0 second display each in addition to 3  phases of messages at 1.5 second display each.  4. PCMS characters shall be at least 18 inches in height.  5. mPCMS characters shall be at least 12 inches in height.  6. Truck‐mounted PCMS characters shall be at least 10 inches in height.  7. The sign display shall be covered by a stable, impact resistant polycarbonate face. The sign  face shall be non‐glare from all angles and shall not degrade due to exposure to ultraviolet  light.  8. Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics. This  feature shall not occur when the sign is displaying an active message.  9. The light source shall be energized only when the sign is displaying an active message.  10. Primary source of power shall be solar power with a battery backup to provide continuous  operation when failure of the primary power source occurs.  11. The sign controller software shall be NTCIP compliant.    The PCMS panels and related equipment shall be permanently mounted on a trailer or truck with  all needed controls and power generating equipment.  Appendices  (January 2, 2012 WSDOT GSP)  The following appendices are attached and made a part of this contract:    APPENDIX A:  Information on Existing Bridge    APPENDIX B:  Prevailing Hourly Minimum Wage Rates    APPENDIX C:  Standard Plans (City of Renton and WSDOT)     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 105                                                                                                2022    APPENDIX D:  Permits and Licenses  Standard Plans  (January 10, 2022 WSDOT GSP)  The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21‐01,  effective September 13, 2021, is made a part of this contract.    The Standard Plans are revised as follows:    B‐90.40  Valve Detail – DELETED    C‐8  DELETED    C‐8A  DELETED    C‐20.10  Note 1: “Refer to Standard Plan C‐1b and C‐20.11 for additional details not shown on this plan.”  is revised to read: “Refer to Standard Plan C‐1b for additional details not shown on this plan.”    C‐60.10  Sheet 1, ADD Note: NOTE: STEEL WELDED WIRE REINFORCEMENT DEFORMED FOR CONCRETE  MAY BE SUBSTITUTED FOR REINFORCING STEEL IN ACCORDANCE WITH STANDARD  SPECIFICATION, SECTION 6‐10.3    Sheet 2, New Note 5: The connecting pin may be fabricated with a forged head as shown on  Standard Plan C‐60.15.”    C‐60.80  DELETED    C‐85.16  DELETED    C‐85.20  DELETED    D‐10.10  Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic  barriers attached on top of the wall are considered non‐standard and shall be designed in  accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the  11/3/15 Bridge Design memorandum.     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 106                                                                                                2022    D‐10.15  Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic  barriers attached on top of the wall are considered non‐standard and shall be designed in  accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design  memorandum.    D‐10.30  Wall Type 5 may be used in all cases.    D‐10.35  Wall Type 6 may be used in all cases.    D‐10.40  Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic  barriers attached on top of the wall are considered non‐standard and shall be designed in  accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design  memorandum.    D‐10.45  Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic  barriers attached on top of the wall are considered non‐standard and shall be designed in  accordance with the current WSDOT BDM and the revisions stated in the revisions stated in the  11/3/15 Bridge Design memorandum.    D‐15.10  STD Plans D‐15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are  withdrawn.  Special designs in accordance with the current WSDOT BDM are required in place of  these STD Plans.     D‐15.20  STD Plans D‐15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are  withdrawn.  Special designs in accordance with the current WSDOT BDM are required in place of  these STD Plans.    D‐15.30  STD Plans D‐15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are  withdrawn.  Special designs in accordance with the current WSDOT BDM are required in place of  these STD Plans.    G‐90.11  DELETED    G‐90.40  DELETED    J‐10.16  Key Note 1, Standard Plan J‐10.30 revised to Standard Plan J‐10.14     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 107                                                                                                2022    J‐10.17  Key Note 1, Standard Plan J‐10.30 revised to Standard Plan J‐10.14    J‐10.18  Key Note 1, Standard Plan J‐10.30 revised to Standard Plan J‐10.14    J‐20.26  Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton post.”    J‐20.16  View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE    J‐21.10  Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS ~ ¾” (IN)  x 30” (IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO READ: “ANCHOR BOLTS  ~ ¾” (IN) x 30” (IN) FULL THREAD ~ FOUR REQ’D. PER ASSEMBLY”  Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the  foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR.. Delete “(TYP.)” from the 2 ½”  CLR. dimension, depicting the distance from  the bottom of the foundation to find 2 # 4 reinf.  Bar.  Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the  foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR.  dimension, depicting the distance from  the bottom of the foundation to find 1 # 4 reinf. Bar.  Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of the  foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR.  dimension, depicting the distance from  the bottom of the foundation to find 2 # 4 reinf. Bar.  Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the  foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR.  dimension, depicting the distance from  the bottom of the foundation to find 1 # 4 reinf. Bar.  Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see  Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping  Bolts (see Note 1)”  Detail F, callout, “3/4” (IN)  x 2’ –  6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is revised  to read; “3/4” (IN)  x 2’ –  6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)”    J‐21.15  Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE ~ 1 ½”  (IN) DIAM.    J‐21.16  Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE    J‐22.15  Ramp Meter Signal Standard, elevation, dimension 4’ ‐ 6” is revised to read; 6’‐0”  (2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE NIPPLE ~ 1 ½”  (IN) DIAM.       Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 108                                                                                                2022  J‐40.10  Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. FLAT WASHER”  is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” (IN) S. S. FLAT WASHER”    J‐40.36  Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised to  read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the  cover.    J‐40.37  Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised to  read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the  cover.    J‐75.20  Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel Bands”, add  the following to the end of the note: “Alternate: Stainless steel cable with stainless steel ends,  nuts, bolts, and washers may be used in place of stainless steel bands and associated hardware.”    The following are the Standard Plan numbers applicable at the time this project was advertised.   The date shown with each plan number is the publication approval date shown in the lower right‐ hand corner of that plan.  Standard Plans showing different dates shall not be used in this  contract.    A‐10.10‐00........8/7/07  A‐30.35‐00.......10/12/07 A‐50.10‐01……...8/17/21  A‐10.20‐00......10/5/07  A‐40.00‐00.........8/11/09 A‐50.40‐01……...8/17/21  A‐10.30‐00......10/5/07  A‐40.10‐04.........7/31/19 A‐60.10‐03........12/23/14  A‐20.10‐00......8/31/07  A‐40.15‐00.........8/11/09 A‐60.20‐03.........12/23/14  A‐30.10‐00......11/8/07  A‐40.20‐04.........1/18/17 A‐60.30‐01..........6/28/18  A‐30.30‐01......6/16/11  A‐40.50‐02.........12/23/14 A‐60.40‐00..........8/31/07    B‐5.20‐03........9/9/20  B‐30.50‐03.........2/27/18 B‐75.20‐03..........8/17/21  B‐5.40‐02.........1/26/17  B‐30.60‐00……..9/9/20  B‐75.50‐01..........6/10/08  B‐5.60‐02.........1/26/17  B‐30.70‐04.........2/27/18 B‐75.60‐00............6/8/06  B‐10.20‐02........3/2/18  B‐30.80‐01..........2/27/18 B‐80.20‐00.........6/8/06  B‐10.40‐02........8/17/21  B‐30.90‐02........1/26/17  B‐80.40‐00.........6/1/06  B‐10.70‐02……8/17/21  B‐35.20‐00..........6/8/06  B‐85.10‐01.........6/10/08  B‐15.20‐01........2/7/12  B‐35.40‐00..........6/8/06  B‐85.20‐00..........6/1/06  B‐15.40‐01........2/7/12  B‐40.20‐00..........6/1/06  B‐85.30‐00..........6/1/06  B‐15.60‐02........1/26/17  B‐40.40‐02........1/26/17  B‐85.40‐00..........6/8/06  B‐20.20‐02.......3/16/12  B‐45.20‐01..........7/11/17 B‐85.50‐01.........6/10/08  B‐20.40‐04.......2/27/18  B‐45.40‐01..........7/21/17 B‐90.10‐00….......6/8/06  B‐20.60‐03.......3/15/12  B‐50.20‐00..........6/1/06  B‐90.20‐00..........6/8/06  B‐25.20‐02........2/27/18  B‐55.20‐03..........8/17/21 B‐90.30‐00..........6/8/06  B‐25.60‐02.........2/27/18 B‐60.20‐02..........9/9/20  B‐90.40‐01..........1/26/17  B‐30.05‐00……..9/9/20  B‐60.40‐01..........2/27/18 B‐90.50‐00..........6/8/06  B‐30.10‐03.........2/27/18 B‐65.20‐01..........4/26/12 B‐95.20‐02..........8/17/21  B‐30.15‐00……..2/27/18  B‐65.40‐00..........6/1/06  B‐95.40‐01..........6/28/18     Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 109                                                                                                2022  B‐30.20‐04.........2/27/18 B‐70.20‐00..........6/1/06   B‐30.30‐03.........2/27/18 B‐70.60‐01..........1/26/17   B‐30.40‐03..........2/27/18       C‐1....................9/9/20  C‐22.16‐07........9/16/20  C‐60.70‐00……9/24/20  C‐1b...................9/9/20  C‐22.40‐08........9/16/20  C‐60.80‐00……..8/17/21  C‐1d................10/31/03  C‐22.45‐05........9/16/20  C‐70.15‐00……..8/17/21  C‐2c..................8/12/19  C‐23.60‐04........7/21/17  C‐70.10‐03........8/20/21  C‐4f...................8/12/19  C.24.10‐02........8/12/19  C‐75.10‐02........9/16/20  C‐6a................10/14/09  C‐25.20‐07........8/20/21  C‐75.20‐03........8/20/21  C‐7.....................6/16/11 C‐25.22‐06........8/20/21  C‐75.30‐03........8/20/21  C‐7a...................6/16/11 C‐25.26‐05........8/20/21  C‐80.10‐02........9/16/20  C‐8.....................2/10/09 C‐25.30‐01…….8/20/21  C‐80.20‐01........6/11/14  C‐8a...................7/25/97 C‐25.80‐05........8/12/19  C‐80.30‐02........8/20/21  C‐20.10‐07.........8/20/21 C‐60.10‐01…….9/24/20  C‐80.40‐01........6/11/14  C‐20.14‐04..........8/12/19 C‐60.15‐00……..8/17/21  C‐85.10‐00........4/8/12  C‐20.15‐02..........6/11/14 C‐60.20‐00……9/24/20  C‐85.11‐01........9/16/20  C‐20.18‐03..........8/12/19 C‐60.30‐01……8/17/21  C‐85.15‐02........8/27/21  C‐20.40‐08..........8/20/21 C‐60.40‐00……..8/17/21  C‐85‐18‐02........8/20/21  C‐20.41‐03..........8/20/21 C‐60.45‐00……..8/17/21   C‐20.42‐05..........7/14/15 C‐60.50‐00……..8/17/21   C‐20.45.02..........8/12/19 C‐60.60‐00……..8/17/21     D‐2.04‐00........11/10/05 D‐2.80‐00........11/10/05 D‐10.10‐01......12/2/08  D‐2.06‐01........1/6/09  D‐2.84‐00........11/10/05 D‐10.15‐01......12/2/08  D‐2.08‐00........11/10/05 D‐2.88‐00........11/10/05 D‐10.20‐01.........8/7/19  D‐2.32‐00........11/10/05 D‐2.92‐00........11/10/05 D‐10.25‐01.........8/7/19  D‐2.34‐01........1/6/09  D‐3.09‐00........5/17/12  D‐10.30‐00.........7/8/08  D‐2.36‐03........6/11/14  D‐3.10‐01……5/29/13  D‐10.35‐00.........7/8/08  D‐2.46‐02………8/13/21  D‐3.11‐03……6/11/14  D‐10.40‐01......12/2/08  D‐2.60‐00........11/10/05 D‐3.15‐02……6/10/13  D‐10.45‐01......12/2/08  D‐2.62‐00........11/10/05 D‐3.16‐02……5/29/13   D‐2.64‐01........1/6/09  D‐3.17‐02……5/9/16   D‐2.66‐00........11/10/05 D‐4.................12/11/98   D‐2.68‐00........11/10/05 D‐6...................6/19/98     E‐1....................2/21/07  E‐4....................8/27/03  E‐2....................5/29/98  E‐4a..................8/27/03    F‐10.12‐04.......9/24/20  F‐10.62‐02........4/22/14  F‐40.15‐04........9/25/20  F‐10.16‐00.......12/20/06 F‐10.64‐03........4/22/14  F‐40.16‐03........6/29/16  F‐10.18‐02.........9/24/20 F‐30.10‐04........9/25/20  F‐45.10‐03........8/13/21  F‐10.40‐04...........9/24/20 F‐40.12‐03........6/29/16  F‐80.10‐04........7/15/16  F‐10.42‐00.........1/23/07 F‐40.14‐03........6/29/16     G‐10.10‐00........9/20/07 G‐26.10‐00……7/31/19   G‐20.10‐03........8/20/21 G‐30.10‐04.......6/23/15   G‐22.10‐04..........6/28/18 G‐50.10‐03.......6/28/18      Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 110                                                                                                2022  G‐24.10‐00......11/8/07  G‐90.10‐03……7/11/17   G‐24.20‐01......2/7/12  G‐90.20‐05……7/11/17   G‐24.30‐02......6/28/18  G‐90.30‐04……7/11/17   G‐24.40‐07......6/28/18  G‐95.10‐02........6/28/18   G‐24.50‐05......8/7/19  G‐95.20‐03........6/28/18   G‐24.60‐05......6/28/18  G‐95.30‐03........6/28/18   G‐25.10‐05.......9/16/20       H‐10.10‐00..........7/3/08 H‐32.10‐00.......9/20/07  H‐70.10‐02......8/17/21  H‐10.15‐00..........7/3/08 H‐60.10‐01.........7/3/08  H‐70.20‐02......8/17/21  H‐30.10‐00......10/12/07 H‐60.20‐01.........7/3/08     I‐10.10‐01.........8/11/09  I‐30.20‐00.........9/20/07  I‐40.20‐00.........9/20/07  I‐30.10‐02.........3/22/13  I‐30.30‐02.........6/12/19  I‐50.20‐01..........6/10/13  I‐30.15‐02.........3/22/13  I‐30.40‐02.......6/12/19  I‐60.10‐01..........6/10/13  I‐30.16‐01.........7/11/19  I‐30.60‐02.........6/12/19  I‐60.20‐01..........6/10/13  I‐30.17‐01.........6/12/19  I‐40.10‐00.........9/20/07  I‐80.10‐02..........7/15/16    J‐10..................7/18/97  J‐28.40‐02......6/11/14  J‐60.13‐00…....6/16/10  J‐10.10‐04……9/16/20  J‐28.42‐01.......6/11/14  J‐60.14‐01……7/31/19  J‐10.12‐00……9/16/20  J‐28.43‐01.......6/28/18  J‐75.10‐02……7/10/15  J‐10.14‐00……9/16/20  J‐28.45‐03.......7/21/16  J‐75.20‐01……7/10/15  J‐10.15‐01........6/11/14  J‐28.50‐03.......7/21/16  J‐75.30‐02…….7/10/15  J‐10.16‐02……8/18/21  J‐28.60‐03.......8/27/21  J‐75.41‐01……6/29/16  J‐10.17‐02……8/18/21  J‐28.70‐03.......7/21/17  J‐75.45‐02……6/1/16  J‐10.18‐02……8/18/21  J‐29.10‐01.......7/21/16  J‐80.10‐01……8/18/21  J‐10.20‐04……8/18/21  J‐29.15‐01.......7/21/16  J‐80.12‐00……8/18/21  J‐10.21‐02……8/18/21  J‐29.16‐02.......7/21/16  J‐80.15‐00……6/28/18  J‐10.22‐02......8/18/21  J‐30.10‐00…...6/18/15  J‐81.10‐02……8/18/21  J‐10.25‐00……7/11/17  J‐40.05‐00……7/21/16  J‐81.12‐00……9/3/21  J‐12.15‐00……6/28/18  J‐40.10‐04…...4/28/16  J‐86.10‐00……6/28/18  J‐12.16‐00……6/28/18  J‐40.20‐03…...4/28/16  J‐90.10‐03…….6/28/18  J‐15.10‐01......6/11/14  J‐40.30‐04……4/28/16  J‐90.20‐03…….6/28/18  J‐15.15‐02……7/10/15  J‐40.35‐01……5/29/13  J‐90.21‐02……6/28/18  J‐20.10‐04......7/31/19  J‐40.36‐02……7/21/17  J‐90.50‐00……6/28/18  J‐20.11‐03......7/31/19  J‐40.37‐02……7/21/17   J‐20.15‐03......6/30/14  J‐40.38‐01.......5/20/13   J‐20.16‐02......6/30/14  J‐40.39‐00……5/20/13   J‐20.20‐02......5/20/13  J‐40.40‐02……7/31/19   J‐20.26‐01......7/12/12  J‐45.36‐00……7/21/17   J‐21.10‐04......6/30/14  J‐50.05‐00……7/21/17   J‐21.15‐01......6/10/13  J‐50.10‐01…….7/31/19   J‐21.16‐01......6/10/13  J‐50.11‐02…….7/31/19   J‐21.17‐01......6/10/13  J‐50.12‐02…….8/7/19   J‐21.20‐01......6/10/13  J‐50.13‐00…….8/22/19   J‐22.15‐02......7/10/15  J‐50.15‐01…….7/21/17   J‐22.16‐03......7/10/15  J‐50.16‐01…….3/22/13   J‐26.10‐03…...7/21/16  J‐50.18‐00…….8/7/19      Bronson Way Bridge – Seismic Retrofit and Painting     Special Provisions  TED 4004020 SP ‐ 111                                                                                                2022  J‐26.15‐01…...5/17/12  J‐50.19‐00…….8/7/19   J‐26.20‐01…...6/28/18  J‐50.20‐00…….6/3/11   J‐27.10‐01…...7/21/16  J‐50.25‐00…….6/3/11   J‐27.15‐00…...3/15/12  J‐50.30‐00…….6/3/11   J‐28.10‐02......8/7/19  J‐60.05‐01…….7/21/16   J‐28.22‐00.......8/07/07  J‐60.11‐00…....5/20/13   J‐28.24‐02.......9/16/20  J‐60.12‐00…....5/20/13   J‐28.26‐01......12/02/08     J‐28.30‐03......6/11/14       K‐70.20‐01.......6/1/16  K‐80.35‐01.......9/16/20   K‐80.10‐02.......9/25/20  K‐80.37‐01.......9/16/20   K‐80.20‐00......12/20/06     K‐80.32‐00……8/17/21     K‐80.34‐00……8/17/21       L‐10.10‐02........6/21/12  L‐40.15‐01........6/16/11  L‐70.10‐01.......5/21/08  L‐20.10‐03........7/14/15  L‐40.20‐02........6/21/12  L‐70.20‐01.......5/21/08  L‐30.10‐02........6/11/14       M‐1.20‐04.........9/25/20 M‐11.10‐03........8/7/19  M‐40.20‐00......10/12/07  M‐1.40‐03.........9/25/20 M‐12.10‐02……9/25/20  M‐40.30‐01......7/11/17  M‐1.60‐03.........9/25/20 M‐15.10‐01........2/6/07  M‐40.40‐00......9/20/07  M‐1.80‐03.........6/3/11  M‐17.10‐02........7/3/08  M‐40.50‐00......9/20/07  M‐2.20‐03.........7/10/15 M‐20.10‐03........9/25/20 M‐40.60‐00......9/20/07  M‐2.21‐00……...7/10/15  M‐20.20‐02........4/20/15 M‐60.10‐01......6/3/11  M‐3.10‐04.........9/25/20 M‐20.30‐04........2/29/16 M‐60.20‐03......8/17/21  M‐3.20‐03.........9/25/20 M‐20.40‐03........6/24/14 M‐65.10‐03......8/17/21  M‐3.30‐04.........9/25/20 M‐20.50‐02........6/3/11  M‐80.10‐01......6/3/11  M‐3.40‐04.........9/25/20 M‐24.20‐02.......4/20/15 M‐80.20‐00......6/10/08  M‐3.50‐03.........9/25/20 M‐24.40‐02.......4/20/15 M‐80.30‐00......6/10/08  M‐5.10‐03.........9/25/20 M‐24.60‐04.......6/24/14   M‐7.50‐01.........1/30/07 M‐24.65‐00……7/11/17   M‐9.50‐02.........6/24/14 M‐24.66‐00……7/11/17   M‐9.60‐00……...2/10/09  M‐40.10‐03......6/24/14                 END OF DIVISION 9            City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    APPENDICES            City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    Appendix A – Information on Existing Bridge            City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    Bridge Inspection Report (2020) 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Bridge No:RENTON-42 3.0 Structure ID:0002504A G1913 Structure Type:Riveted Two Girder HP Agency:WSDOT HJ Milepost:10.72 Inspected items:Riveted Steel Open Two Girder System Procedures: Span 2 Riveted Open Girder 5 2504 Bridge Layout 11 2504 Girders 13 2504 Misc. Details Note: FCM = Fracture Critical Member Date: Hours: Inspector ID #: Contr. Co-Inspector Intials: Lead Inspector Signature: Lead Inspector Intials: 1 Co-Inspector Signature: FCM Location FCM Type Sh. No. Rivet Server Plans Sh. Name FCM Per Girder or Truss Line Riveted Two Girder 1.As required, use mirrors or other equipment to check inside surfaces of FCM's. 2.Check for loose or unevenly loaded member sub-elements. 3.Check all rivets at connection plates, with emphasis on first row. The first row is the row closest to the edge of the connection or gusset plate. 4. Check for any welds, including plug, tack, or repair welds. Record location of welds, regardless of condition, and document weld type and category. 5.Check FC members and associated connection or gusset plates for areas of heavy or pitted corrosion, nicks, gouges, sharp bends, and collision damage. Record location of all these conditions and estimated section loss, if applicable. 6.Check all heat straightened or repaired areas. Record location of these areas, regardless of condition. $fcf582dd2708$A8EA1E1C3D6A46EF81E52E3FB1FCC624.xls Printed 12/9/2020       VISUAL FRACTURE CRITICAL INSPECTION REPORTDate:9/10/2020Hours:3.0Inspector ID #:G1913Lead Inspector:HPCo-Inspector:HJGirder Span LocationFeature InspectedA 2 Tension ZoneRiveted Open Steel Plate GirderB 2 Tension ZoneRiveted Open Steel Plate GirderStiffeners and fills have been tack welded to the girder webs and to the top and bottom flange angles. Rivet heads at floorbeam connections have up to 50% section loss.Structure Type:10.72WSDOTStiffeners and fills have been tack welded to the girder webs and to the top and bottom flange angles. Rivet heads at floorbeam connections have up to 50% section loss.RemarksRiveted Two GirderStructure ID:Bridge No.:Bridge Name:Milepost:Agency:Detail DescriptionBRONSON WAYRENTON-420002504AFlange and Web Splices, Tack WeldsFlange and Web Splices, Tack Welds$fcf582dd2708$A8EA1E1C3D6A46EF81E52E3FB1FCC624.xlsPrinted 12/9/2020      VISUAL FRACTURE CRITICAL INSPECTION REPORTDate:9/10/2020Hours:3.0Inspector ID #:G1913Lead Inspector:HPCo-Inspector:HJGirder Span LocationFeature InspectedStructure Type:10.72WSDOTRemarksRiveted Two GirderStructure ID:Bridge No.:Bridge Name:Milepost:Agency:Detail DescriptionBRONSON WAYRENTON-420002504A$fcf582dd2708$A8EA1E1C3D6A46EF81E52E3FB1FCC624.xlsPrinted 12/9/2020                City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    Bridge Load Rating (2020)  Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 • Tel 360 867-9284 • Fax 360 867-9318 Bridge Load Rating Report for City of Renton Public Works Department Bronson Way Bridge SEI Project No. A20124.00 By: M. J. Smith and J. J. Weiks June 2020 2 8 0.77 8 0.60 Y 5 Posting not Required Posting not Required Posting not Required Posting not Required Posting not Required Posting not Required Posting not Required Posting not Required Posting not Required Posting Recommendations: 1.25 WSBIS 1554 - Rating Method WSBIS 1660 - Operating Level WSBIS 2591 - SU4 WSBIS 2589 - Type 3-3 WSBIS 2587 - Type 3 WSBIS 1556 - Rating Factor Legal and Permit Rating Factors: 1.89 1.09 WSBIS 2594 - SU7 WSBIS 2598 - EV2 WSBIS 2596 - OL-1 WSBIS 2588 - Type 3S2 1.53 WSBIS 1551 - Rating Method Load and Resistance Factor (LRFR) reported by rating factor Recommeded posting, if any, is on the attached sheet. On or within 1 mile of interstate 1.38 WSBIS 2590 - NRL 1.54 1.51 1.22 1.67 WSBIS 2593 - SU6 WSBIS 2599 - EV3 0.92WSBIS 2597 - OL-2 1.18 WSBIS 2592 - SU5 1.37 WSBIS 1553 - Rating Factor Inventory Rating: WSBIS Coding Recommendations Load and Resistance Factor (LRFR) reported by rating factor Posting not recommended H 15WSBIS 1550 - Design Load Operating Level: Include Emergency Vehicles Operating Rating: 25 Posting not Required 36 Posting not Required 40 Posting not Required 27 Posting not Required 31 Posting not Required 35 Posting not Required 39 Pti tR id Recommended Posting Signs Use each of the signs as indicated by the prompts below for loads below legal. 39 Posting not Required Per WSBIM Article 5-2.5, Emergency Vehicle posting is only required for bridges on or within 1 mile of the interstate. 17 Posting not Required 31 Posting not Required 43 Posting not Required Rating Tons Maximum Tonnage for Type 3 Configuration:47 Tons Maximum Tonnage for Type 3S2 Configuration: Tons 55 Tons Maximum Tonnage for Type 3-3 Configuration:60 Maximum Tonnage for NRL Configuration:48 Tons Tons Mi T fSU5 TonsMaximum Tonnage for OL 2 Configuration:95 Maximum Tonnage for SU4 Configuration:45 TonsMaximum Tonnage for OL 1 Configuration:56 Rating Tons Maximum Tonnage for SU7 Configuration:48 Tons Tons47Maximum Tonnage for SU5 Configuration: Maximum Tonnage for SU6 Configuration:47 Tons Rating Tons Maximum Tonnage for EV2 Configuration:39 Tons Maximum Tonnage for EV3 Configuration:46 Tons Washington State Load Rating Criteria The Washington State Load Rating Criteria is used for legal loads and overloads in the State of Washington. The full criteria is explained in Chapter 13 of the Bridge Design Manual. A summary of the features of the rating are: The adequacy or inadequacy of a structural element to carry a specified truck load will be indicated by the value of its rating factor (RF); if it is greater than 1.0, the bridge is adequate to carry that truck. NBI ratings are for comparison of bridges for funding purposes and shall be based on the HL-93 truck. All other trucks are given a rating for the weight of truck allowed to use the bridge. Typically only superstructure elements are rated. If conditions warrant, substructure elements can be rated. Typically bridge decks will not require rating unless the deck is post-tensioned. Bridge decks with NBI condition of 4 or less may be load rated at the discretion of the engineer. For roadway widths less than 18', assume one lane for all trucks. Assume one lane for Design trucks for roadway widths less than 20'. For roadway widths between 18' and 20', the number of lanes for legal and permit turcks shall correspond to the number of struiped lanes on the bridge For roadway widths between 20’ and 24’, the number of lanes shall be two. For roadway width greater then 24’, the number of lanes shall be equal to the integer of the ratio of the roadway width divided by 12’ for all trucks. Overloads are rated with one lane occupied by the overload and the other lanes occupied by legal loads. Impact for the Design Load and all trucks on spans of 40-ft and less is 33%. Impact for Legal and Overload Trucks on spans greater than 40-ft is based on the structure approach, joints, and deck condition. It is a fixed percentage of the live load from 10 to 30 percent. Impact is not applied to timber structures, or buried structures with an adequate depth of fill under the roadway. Altil f t i li d f lti l l l d d Wh l ti PitLdthditibtift hll percent. Impact is not applied to timber structures, or buried structures with an adequate depth of fill under the roadway. A multiple presence factor is applied for multiple lanes loaded. When evaluating Permit Loads, the distribution factors shall be based on one lane, and the built in multiple presence factor shall be divided out. Condition Factor (Ĵcc) Structural Condition of Member Good or Satisfactory Fair Poor Super Structure Type Welded Members in Two Girder/Truss/Arch Bridges Riveted Members in Two Girder/Truss/Arch Bridges Multiple Eyebar Members in Truss Bridges Three-Girder Bridges with Girder Spacing 6' Four-Girder Bridges with Girder Spacing < 4' All Other Girder and Slab Bridges Floor Beams with Spacing > 12' and Noncontiuous Stringers Redundant Stringer Subsystems Between Floorbeams Cross Beams with one or two columns, moment Multiple Presence Factor Number of Lanes 1 Lane 2 Lanes 3 Lanes > 3 Lanes Live Load Factors for Legal and Permit Loads Truck LL Factor < 1000 > 5000 Unknown Legal & NRL gLL 1.30 1.45 1.45 Permit gLL 1.20 1.20 1.20 EV*gLL 1.30 1.30 1.30 Dynamic Load Allowance (Impact) Truck IM NBI 7681 BMS 322 HL-93 Inventory 33% N/A N/A HL-93 Operating 33% N/A N/A Legal & Permit Trucks Spans 40' or less 33% N/A N/A Spans greater than 40' Smooth Riding Surface Along Approach onto the Bridge 10% 8 1 or 2 Minor Surface Deviations and Depressions 20% 6 3 Severe Impact to the Bridge 30% 3 4 Wood structures do not have dynamic Load Allowance applied. In cases where RF for legal loads is less than 1.0, live load factors may be interpolated based on ADTT, per Section 6A.4.4.2.3 of the MBE. BMS Condition 1 or 2 3 4 Ĵc 1.00 0.90 0.85 System Factor ijs 0.85 0.90 0.90 0.85 0.95 1.00 0.85 1.00 * Emergency Vehicle Multiple Presence Factor 1.2 1.0 0.85 0.65 ADTT 0.85 Stringer Int. FB End FB Girder Concrete Bm Element Element Element Element HL93 INV 0.90 0.90 0.93 0.60 1.08 HL93 OPR 1.16 1.16 1.21 0.77 1.47 Type 3 1.99 2.41 2.26 1.89 2.53 Type 3S2 2.07 2.62 2.45 1.54 2.77 Type 3-3 2.42 2.79 2.72 1.51 3.08 NRL 1.38 1.54 1.81 1.22 1.90 SU4 1.67 2.11 1.98 1.73 2.15 SU5 1.54 1.94 1.87 1.53 2.02 SU6 1.42 1.74 1.87 1.38 1.89 SU7 1.39 1.62 1.87 1.25 1.89 OL-1 1.93 1.54 1.75 1.18 3.00 OL-2 1.55 1.49 1.72 0.92 2.52 EV2 1.73 1.65 1.82 1.37 2.05 EV3 1.09 1.46 1.53 1.16 1.33 Truck RF gLL gDL gDW IM HL93 INV 0.60 1.75 1.25 1.50 33% HL93 OPR 0.77 1.35 1.25 1.50 33% Type 3 1.89 1.30 1.25 1.50 10% Type 3S2 1.54 1.30 1.25 1.50 10% Type 3-3 1.51 1.30 1.25 1.50 10% NRL 1.22 1.30 1.25 1.50 10% SU4 1.67 1.30 1.25 1.50 10% SU5 1.53 1.30 1.25 1.50 10% SU6 1.38 1.30 1.25 1.50 10% SU7 1.25 1.30 1.25 1.50 10% OL-1 1.18 1.20 1.25 1.50 10% OL-2 0.92 1.20 1.25 1.50 10% EV2 1.37 1.30 1.25 1.50 10% EV3 1.09 1.30 1.25 1.50 10% Flexure in Girder Flexure in Girder Flexure in Girder Flexure in Girder Flexure in Girder Flexure in Stringer Flexure in Stringer Flexure in Girder Flexure in Girder Flexure in Girder Flexure in Girder Load Rating Summary Location Flexure in Girder Flexure in Girder Flexure in Girder Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 1 Load Rating Load ratings per NBIS and the AASHTO Manual for Bridge Evaluation (MBE), WSDOT Bridge Design Manual, and AASHTO LRFD Bridge Design Specifications. General Information: Name: Bronson Way Bridge Span: Single span steel girder with floor beams and stringers Analyze: Steel stringer LRFR Method per the MBE: ＝――――――――― +--⋅⋅⋅ ⋅⋅⎛⎝+1 ⎞⎠ Resistance factors: ≔1.00 Steel bending sections ≔1.00 Shear Condition factor: ≔1.0 Good, BMS condition state 1 System factor: ≔1.0 All Other Girder and Slab Bridges Load factors: ≔1.25 Dead load factor for components and attachments ≔1.50 Dead load factor for wearing surface and utilities HL93 Live Load Factors: ≔1.75 Inventory design live load factor ≔1.35 Operating design live load factor Legal and NRL Live Load Factor: <1000 ≔=⋅20000 0.04 800 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 2 ≔1.30 EV Live Load Factor: ≔1.30 Permit Live Load Factor: ≔1.20 Permit live load factor Dynamic Load Allowance (Impact): HL93 Impact: ≔%33 Legal & Permit Truck Impact: ≔%10 Condition State 8 for Element 7681 Material Properties: Concrete:≔⋅3500 ≔⋅155 Steel:≔⋅33 Dead Loads Applied to Stringers: Interior ≔=⋅⋅⋅⋅6 6.25 0.484 ―― ≔=⋅⋅⋅⋅⋅6 3 0.14 ――3 0.21 ―― ≔=⋅⋅⋅⋅8.7 ――2 ‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾ + ⎛ ⎜⎝ ――⋅58 2 ⎞ ⎟⎠ 2 ⎛⎝⋅26 ⎞⎠ 2 ―1 2 0.339 Exterior ≔=+⋅⋅⋅⋅4.5 6.25 ⋅⋅⋅⋅5.75 7.5 0.41 ―― ≔=⋅⋅⋅⋅⋅4 3 0.14 ――3 0.14 ―― Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 3 Live Loads: Strength I: HL-93 Inv/Opr, Type 3, Type 3S2, Type 3-3, NRL, SU Vehicles, and Emergency Vehicles Strength II: Overload Vehicles Live Load Distribution:per AASHTO Sect. 4.6.2.2 ≔⋅26 ≔⋅6 ≔⋅6.25 ≔⋅29000 ≔1.0 ≔⋅0.145 ――3 ≔⋅⋅⋅⋅120000 ⎛ ⎜ ⎜ ⎜⎝ ―― ――3 ⎞ ⎟ ⎟ ⎟⎠ 2.0 ⎛ ⎜ ⎝ ―― ⎞ ⎟ ⎠ 0.33 ≔― 21 WF 63 ≔⋅18.52 2 ≔⋅1343.6 4 ≔⋅21 ≔=⋅0 0 Not composite ≔⋅⎛⎝+⋅2 ⎞⎠ ≔=―――――-⋅56 ⋅⋅96 2 1 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 4 ≔=+0.06 ⋅⋅ ⎛ ⎜⎝ ―― ⋅14 ⎞ ⎟⎠ 0.4 ⎛ ⎜⎝ ― ⎞ ⎟⎠ 0.3 ⎛ ⎜ ⎜⎝ ―― ⋅3 ⎞ ⎟ ⎟⎠ 0.1 0.435 ≔=+0.075 ⋅⋅ ⎛ ⎜⎝ ――― ⋅9.5 ⎞ ⎟⎠ 0.6 ⎛ ⎜⎝ ― ⎞ ⎟⎠ 0.2 ⎛ ⎜ ⎜⎝ ―― ⋅3 ⎞ ⎟ ⎟⎠ 0.1 0.538 Controls ≔=⋅―――― -+⋅2 ⋅2 1.2 0.5 ≔=⋅ ⎛ ⎜ ⎝ +0.77 ――― ⋅9.1 ⎞ ⎟ ⎠ 0.473 ≔=+1.0 ⋅⋅0.20 ⎛ ⎜ ⎜⎝ ―― ⋅3 ⎞ ⎟ ⎟⎠ 0.3 tan ⎛⎝⋅8.48 ⎞⎠1.054 ≔=⋅ ⎛ ⎜⎝ +0.36 ―― ⋅25 ⎞ ⎟⎠ 0.633 ≔=⋅ ⎛ ⎜ ⎝ -+0.2 ―― ⋅12 ⎛ ⎜⎝ ―― ⋅35 ⎞ ⎟⎠ 2.0⎞ ⎟ ⎠ 0.707 ≔=⋅⋅―――― -+⋅2 ⋅2 1.2 0.527 ≔=⋅⋅ ⎛ ⎜ ⎝ +0.6 ―― ⋅10 ⎞ ⎟ ⎠ 0.522 A more refined look at the distribution of the loads is done by constructing a grillage model of the bridge with the deck modeled as plate bending elements. The section properties of the various elements are: Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 5 Strudl member section properties Section properties for the main girder - First Section Girder section properties ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .5 2 2 14 14 18 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 84 8 8 1 1 .75 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 38.25 -38.25 41.75 -41.75 42.625 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔rows ⎛⎝⎞⎠ ≔=⋅0.802 2 ≔=∑ =0 -1 ⋅⋅0.333 3 ≔=∑ =0 -1 ⋅⋅⋅5.794 4 ≔=∑ =0 -1 ―― ⋅3 12 1.199 4 ≔=――0.415 ≔=-+⋅2 6.855 4 Section properties for the main girder - Second Section Girder section properties ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .5 2 2 14 14 18 18 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 84 8 8 1 1 .75 .75 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 38.25 -38.25 41.75 -41.75 42.625 -42.625 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 6 ≔rows ⎛⎝⎞⎠ ≔=⋅0.896 2 ≔=∑ =0 -1 ⋅⋅0 3 ≔=∑ =0 -1 ⋅⋅⋅6.977 4 ≔=∑ =0 -1 ―― ⋅3 12 1.199 4 ≔=――0 ≔=-+⋅2 8.177 4 Section properties for the main girder - Third Section Girder section properties ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .5 2 2 14 14 18 18 18 18 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 84 8 8 1 1 .75 .75 .5625 .5625 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 38.25 -38.25 41.75 -41.75 42.625 -42.625 43.28125 -43.28125 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔rows ⎛⎝⎞⎠ ≔=⋅1.036 2 ≔=∑ =0 -1 ⋅⋅0 3 ≔=∑ =0 -1 ⋅⋅⋅8.807 4 3 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 7 ≔=∑ =0 -1 ―― ⋅3 12 1.199 4 ≔=――0 ≔=-+⋅2 10.006 4 Section properties for the main girder - Fourth Section Girder section properties ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .5 2 2 14 14 18 18 18 18 18 18 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 84 8 8 1 1 .75 .75 .5625 .5625 .5 .5 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 38.25 -38.25 41.75 -41.75 42.625 -42.625 43.28125 -43.28125 43.8125 -43.8125 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ ≔rows ⎛⎝⎞⎠ ≔=⋅1.161 2 ≔=∑ =0 -1 ⋅⋅0 3 ≔=∑ =0 -1 ⋅⋅⋅10.473 4 ≔=∑ =0 -1 ―― ⋅3 12 1.199 4 ≔=――0 ≔=-+⋅2 11.672 4 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 8 End Floor beam section properties - First Section ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .375 1.25 1.25 10.75 10.75 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 54 6 6 .625 .625 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 24.25 -24.25 26.9375 -26.9375 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔rows ⎛⎝⎞⎠ ≔=⋅0.338 2 ≔=∑ =0 -1 ⋅⋅0 3 ≔=∑ =0 -1 ⋅⋅⋅0.896 4 ≔=∑ =0 -1 ―― ⋅3 12 0.239 4 ≔=――0 ≔=-+⋅2 1.135 4 End Floor beam section properties - Second Section ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .375 1.25 1.25 10.75 10.75 14 14 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 54 6 6 .625 .625 .5 .5 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 24.25 -24.25 26.9375 -26.9375 27.5 -27.5 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ ≔rows ⎛⎝⎞⎠ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 9 ≔=⋅0.435 2 ≔=∑ =0 -1 ⋅⋅0 3 ≔=∑ =0 -1 ⋅⋅⋅1.406 4 ≔=∑ =0 -1 ―― ⋅3 12 0.24 4 ≔=――0 ≔=-+⋅2 1.646 4 Interior Floor beam section properties - First Section ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .375 1.5 1.5 10.5 10.5 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 54 6 6 .75 .75 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 24.25 -24.25 26.875 -26.875 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔rows ⎛⎝⎞⎠ ≔=⋅0.375 2 ≔=∑ =0 -1 ⋅⋅0 3 ≔=∑ =0 -1 ⋅⋅⋅1.059 4 ≔=∑ =0 -1 ―― ⋅3 12 0.24 4 ≔=――0 ≔=-+⋅2 1.299 4 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 10 Interior Floor beam section properties - Second Section ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .375 1.5 1.5 10.5 10.5 14 14 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 54 6 6 .75 .75 .4375 .4375 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 24.25 -24.25 26.875 -26.875 27.46875 -27.46875 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ ≔rows ⎛⎝⎞⎠ ≔=⋅0.46 2 ≔=∑ =0 -1 ⋅⋅0 3 ≔=∑ =0 -1 ⋅⋅⋅1.505 4 ≔=∑ =0 -1 ―― ⋅3 12 0.24 4 ≔=――0 ≔=-+⋅2 1.745 4 Interior Floor beam section properties - Third Section ≔ ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ .375 1.5 1.5 10.5 10.5 14 14 14 14 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 54 6 6 .75 .75 .4375 .4375 .375 .375 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 24.25 -24.25 26.875 -26.875 27.46875 -27.46875 27.875 -27.875 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 11 ≔rows ⎛⎝⎞⎠ ≔=⋅0.533 2 ≔=∑ =0 -1 ⋅⋅0 3 ≔=∑ =0 -1 ⋅⋅⋅1.898 4 ≔=∑ =0 -1 ―― ⋅3 12 0.24 4 ≔=――0 ≔=-+⋅2 2.138 4 The distribution factors for moment are drawn from the results of the model: Distribution of moments for a unit load moving across the deck of the bridge. ≔⋅1 ≔⋅26 ≔=――⋅ 4 6.5 ⋅ Bending moments in the first interior beam due to a load moving across the deck, end span ⎡⎤ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 12 ≔⋅⋅ 1.23 1.46 1.69 1.94 2.19 2.46 2.70 2.41 2.10 1.79 1.51 1.25 1.03 .328 .0661 .00618 .00502 .00896 .00841 .00609 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 12 18 24 30 36 42 48 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ 0.5 0.75 1 1.25 1.5 1.75 2 2.25 2.5 0 0.25 2.75 6 121824303642-6 0 48 ⎛⎝⎞⎠ ⎛⎝⋅⎞⎠ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 13 ≔=―――――――――――――――――――⋅⋅⎛⎝+linterp ⎛⎝,,⋅-5 ⎞⎠linterp ⎛⎝,,⋅1 ⎞⎠⎞⎠0.5 1.2 0.357 ≔=―――――――――――――――――― ⋅⎛ ⎜ ⎝++ ↲+linterp ⎛⎝,,⋅-5 ⎞⎠linterp ⎛⎝,,⋅1 ⎞⎠ linterp ⎛⎝,,⋅7 ⎞⎠linterp ⎛⎝,,⋅13 ⎞⎠ ⎞ ⎟ ⎠ 0.5 0.39 Controls Bending moments in the first interior beam due to a load moving across the deck, interior span ≔⋅⋅ 1.18 1.40 1.63 1.88 2.13 2.40 2.63 2.35 2.04 1.73 1.45 1.20 0.981 .315 .0845 .0363 .0336 .0315 .0240 .0142 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 12 18 24 30 36 42 48 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 14 0.5 0.75 1 1.25 1.5 1.75 2 2.25 2.5 0 0.25 2.75 6 121824303642-6 0 48 ⎛⎝⎞⎠ ⎛⎝⋅⎞⎠ ≔=――――――――――――――――――― ⋅⋅⎛⎝+linterp ⎛⎝,,⋅-5 ⎞⎠linterp ⎛⎝,,⋅1 ⎞⎠⎞⎠0.5 1.2 0.346 ≔=―――――――――――――――――― ⋅⎛ ⎜ ⎝++ ↲+linterp ⎛⎝,,⋅-5 ⎞⎠linterp ⎛⎝,,⋅1 ⎞⎠ linterp ⎛⎝,,⋅7 ⎞⎠linterp ⎛⎝,,⋅13 ⎞⎠ ⎞ ⎟ ⎠ 0.5 0.377 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 15 Bending moments in the exterior beam due to a load moving across the deck, end span ≔⋅⋅ 4.41 3.58 2.95 2.42 1.96 1.57 1.24 0.979 0.770 0.600 0.461 0.348 0.256 0.01 -.00629 .0123 .0199 .0173 .0105 .00329 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 12 18 24 30 36 42 48 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ 0.5 1 1.5 2 2.5 3 3.5 4 -0.5 0 4.5 6 121824303642-6 0 48 ⎛⎝⎞⎠ ⎛⎝⋅⎞⎠ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 16 ≔=――――――――――――――――――― ⋅⋅⎛⎝+linterp ⎛⎝,,⋅-5 ⎞⎠linterp ⎛⎝,,⋅1 ⎞⎠⎞⎠0.5 1.2 0.421 ≔=―――――――――――――――――― ⋅⎛ ⎜ ⎝++ ↲+linterp ⎛⎝,,⋅-5 ⎞⎠linterp ⎛⎝,,⋅1 ⎞⎠ linterp ⎛⎝,,⋅7 ⎞⎠linterp ⎛⎝,,⋅13 ⎞⎠ ⎞ ⎟ ⎠ 0.5 0.368 Bending moments in the exterior beam due to a load moving across the deck, interior span ≔⋅⋅ 4.29 3.47 2.84 2.32 1.87 1.48 1.16 0.913 0.713 0.552 0.422 0.318 0.235 0.0252 0.0188 0.0341 0.0363 0.0291 0.0187 0.00762 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 12 18 24 30 36 42 48 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # A20124.00.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page stringer.mcdx 06/15/2020 17 0.9 1.35 1.8 2.25 2.7 3.15 3.6 4.05 0 0.45 4.5 6 121824303642-6 0 48 ⎛⎝⎞⎠ ⎛⎝⋅⎞⎠ ≔=――――――――――――――――――― ⋅⋅⎛⎝+linterp ⎛⎝,,⋅-5 ⎞⎠linterp ⎛⎝,,⋅1 ⎞⎠⎞⎠0.5 1.2 0.405 ≔=―――――――――――――――――― ⋅⎛ ⎜ ⎝++ ↲+linterp ⎛⎝,,⋅-5 ⎞⎠linterp ⎛⎝,,⋅1 ⎞⎠ linterp ⎛⎝,,⋅7 ⎞⎠linterp ⎛⎝,,⋅13 ⎞⎠ ⎞ ⎟ ⎠ 0.5 0.354 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page IntFB.mcdx 05/29/2020 1 Load Rating Load ratings per NBIS and the AASHTO Manual for Bridge Evaluation (MBE), WSDOT Bridge Design Manual, and AASHTO LRFD Bridge Design Specifications. General Information: Name: Bronson Way Span: Steel span Analyze: Interior Floor Beam LRFR Method per the MBE: ＝――――――――― +--⋅⋅⋅ ⋅⋅⎛⎝+1 ⎞⎠ Resistance factors: ≔1.00 Steel bending sections ≔1.00 Shear Condition factor: ≔1.00 Good, BMS condition state 1 System factor: ≔0.85 Floor beams with spacing greater than 12 feet Load factors: ≔1.25 Dead load factor for components and attachments ≔1.50 Dead load factor for wearing surface and utilities HL93 Live Load Factors: ≔1.75 Inventory design live load factor ≔1.35 Operating design live load factor Legal and NRL Live Load Factor: <1000 ≔=⋅20000 0.04 800 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page IntFB.mcdx 05/29/2020 2 ≔1.30 Legal and NRL live load factor for ADTT < 1000 EV Live Load Factor: ≔1.30 Permit Live Load Factor: ≔1.20 Permit live load factor Dynamic Load Allowance (Impact): HL93 Impact: ≔%33 Legal & Permit Truck Impact: ≔%10 Element 7681 - 8 Material Properties: Concrete:≔⋅3500 ≔⋅155 Steel:≔⋅45 Dead Loads Applied to Floor Beam: Point load from the steel girders Interior stringers ≔+⋅⋅⋅⋅63 ――26 1.15 ⋅⋅⋅⋅⋅⋅6.25 6 26 =14.477 ≔=⋅⋅⋅⋅⋅⋅⋅3 6 26 0.14 ――3 5.46 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page IntFB.mcdx 05/29/2020 3 Exterior stringers ≔+⋅⋅⋅⋅63 ――26 1.15 ⋅⋅⋅⎛⎝+⋅⋅⋅6.25 4.5 ⋅⋅⋅7.5 5.75 ⎞⎠26 =12.536 ≔=⋅⋅⋅⋅⋅⋅⋅3 4 26 0.14 ――3 3.64 Live Loads: Strength I: HL-93 Inv/Opr, Type 3, Type 3S2, Type 3-3, NRL, SU Vehicles, and Emergency Vehicles Strength II: Overload Vehicles Reactions at a pier for checking the pier cap. ≔⎛⎝,,⎞⎠‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ←0 ⋅0 ←1 ←-rows ⎛⎝⎞⎠1 for ∊ | | | ‥1 ‖ ‖‖ ←+ -1 -1 for ∊ | | | | | | | | | | | | | | | | | | ‥0 ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ ←∑ =0 ⎛ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜⎝ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | if also if else < ‖ ‖ ‖ ‖‖ ⎛ ⎜ ⎜ ⎜⎝ ⋅―――――――――――― if ⎛ ⎝,,≥-0 ⎛ ⎝-⎞ ⎠⋅0 -0 ⎛ ⎝-⎞ ⎠⋅0 ⎞ ⎠ 0 ⎞ ⎟ ⎟ ⎟⎠ ＝ ‖ ‖‖ ‖ ‖ ‖ ‖‖ ⎛ ⎜ ⎜ ⎜⎝ ⋅―――――――――――― if ⎛ ⎝,,≥-1 ⎛ ⎝-⎞ ⎠⋅0 -1 ⎛ ⎝-⎞ ⎠⋅0 ⎞ ⎠ 1 ⎞ ⎟ ⎟ ⎟⎠ ⎞ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟⎠ ←max ⎛⎝⎞⎠ ←0 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page IntFB.mcdx 05/29/2020 4 ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ | | | | | | | | | | | | | | | | | | | | | | | | | ←0 1 ←1 for ∊ | | | | | | | | | | | | | | | | | | ‥0 ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ ←∑ =0 ⎛ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜⎝ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | if also if else < ‖ ‖ ‖ ‖‖ ⎛ ⎜ ⎜ ⎜⎝ ⋅―――――――――――― if ⎛ ⎝,,≥-0 ⎛ ⎝-⎞ ⎠⋅0 -0 ⎛ ⎝-⎞ ⎠⋅0 ⎞ ⎠ 0 ⎞ ⎟ ⎟ ⎟⎠ ＝ ‖ ‖‖ ‖ ‖ ‖ ‖‖ ⎛ ⎜ ⎜ ⎜⎝ ⋅―――――――――――― if ⎛ ⎝,,≥-1 ⎛ ⎝-⎞ ⎠⋅0 -1 ⎛ ⎝-⎞ ⎠⋅0 ⎞ ⎠ 1 ⎞ ⎟ ⎟ ⎟⎠ ⎞ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟⎠ ←max ⎛⎝⎞⎠ max ⎛⎝,⎞⎠ ≔⋅26 26 ⎡ ⎢⎣ ⎤ ⎥⎦Length on each side of Cap ≔⋅ 8 32 32 ⎡ ⎢ ⎢⎣ ⎤ ⎥ ⎥⎦ Loads ≔⋅14 14 ⎡ ⎢⎣ ⎤ ⎥⎦Spacing of Axles ≔=⎛⎝,,⎞⎠50.462 For the truck ≔⋅25 25 ⎡ ⎢⎣ ⎤ ⎥⎦≔⋅4⎡⎣⎤⎦ ≔=⎛⎝,,⎞⎠46.154 For the tandem ≔=⋅⋅―― +0 1 2 0.64 ――16.64 For the lane load ≔=+⋅1.33 max ⎛⎝,⎞⎠83.754 Truck or tandem plus lane, including dynamic load allowance Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page IntFB.mcdx 05/29/2020 5 dynamic load allowance Dynamic load allowance needs to be added to the following. ≔⋅ 16 17 17 ⎡ ⎢ ⎢⎣ ⎤ ⎥ ⎥⎦ Loads ≔⋅15 4 ⎡ ⎢⎣ ⎤ ⎥⎦Spacing of Axles ≔=⎛⎝,,⎞⎠38.154 ≔⋅ 10 15.5 15.5 15.5 15.5 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 11 4 22 4 ⎡ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠35.231 ≔⋅ 12 12 12 16 14 14 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 15 4 15 16 4 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠32.923 ≔⋅ 6 8 8 17 17 8 8 8 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ Loads ≔⋅ 6 4 4 4 4 4 4 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠59.692 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page IntFB.mcdx 05/29/2020 6 ≔⋅ 12 8 17 17 ⎡ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎦ Loads ≔⋅ 10 4 4 ⎡ ⎢ ⎢⎣ ⎤ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠43.692 ≔⋅ 12 8 8 17 17 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 4 4 ⎡ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠47.385 ≔⋅ 11.5 8 8 17 17 8 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 4 4 4 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠52.769 ≔⋅ 11.5 8 8 17 17 8 8 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 4 4 4 4 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠57.077 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page IntFB.mcdx 05/29/2020 7 ≔⋅24 33.5 ⎡ ⎢⎣ ⎤ ⎥⎦≔⋅15⎡⎣⎤⎦ ≔=⎛⎝,,⎞⎠43.654 ≔⋅ 24 31 31 ⎡ ⎢ ⎢⎣ ⎤ ⎥ ⎥⎦ ≔⋅15 4 ⎡ ⎢⎣ ⎤ ⎥⎦ ≔=⎛⎝,,⎞⎠67.385 ≔⋅ 10 21.5 21.5 21.5 21.5 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 12 4 ⎡ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠64.154 ≔⋅ 12 21.5 21.5 22 21.5 21.5 22 21.5 21.5 22 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 6 16 4 6 14 4 6 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠70 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page EndFB.mcdx 06/18/2020 1 Load Rating Load ratings per NBIS and the AASHTO Manual for Bridge Evaluation (MBE), WSDOT Bridge Design Manual, and AASHTO LRFD Bridge Design Specifications. General Information: Name: Bronson Way Span: Steel span Analyze: End Floor Beam LRFR Method per the MBE: ＝――――――――― +--⋅⋅⋅ ⋅⋅⎛⎝+1 ⎞⎠ Resistance factors: ≔1.00 Steel bending sections ≔1.00 Shear Condition factor: ≔1.00 Good, BMS condition state 1 System factor: ≔0.85 Floor beams with spacing greater than 12 feet Load factors: ≔1.25 Dead load factor for components and attachments ≔1.50 Dead load factor for wearing surface and utilities HL93 Live Load Factors: ≔1.75 Inventory design live load factor ≔1.35 Operating design live load factor Legal and NRL Live Load Factor: <1000 ≔=⋅20000 0.04 800 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page EndFB.mcdx 06/18/2020 2 ≔1.30 Legal and NRL live load factor for ADTT < 1000 EV Live Load Factor: ≔1.30 Permit Live Load Factor: ≔1.20 Permit live load factor Dynamic Load Allowance (Impact): HL93 Impact: ≔%33 Legal & Permit Truck Impact: ≔%10 Element 7681 - 8 Material Properties: Concrete:≔⋅3500 ≔⋅155 Steel:≔⋅45 Dead Loads Applied to Floor Beam: Point load from the steel girders Interior stringers ≔+⋅⋅⋅⋅63 ――14.30 1.15 ⋅⋅⋅⋅⋅⋅6.25 6 14.30 =7.963 ≔=⋅⋅⋅⋅⋅⋅⋅3 6 14.30 0.14 ――3 3.003 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page EndFB.mcdx 06/18/2020 3 Exterior stringers ≔+⋅⋅⋅⋅63 ――14.30 1.15 ⋅⋅⋅⎛⎝+⋅⋅⋅6.25 4.5 ⋅⋅⋅7.5 5.75 ⎞⎠14.30 =6.895 ≔=⋅⋅⋅⋅⋅⋅⋅3 4 14.30 0.14 ――3 2.002 Live Loads: Strength I: HL-93 Inv/Opr, Type 3, Type 3S2, Type 3-3, NRL, SU Vehicles, and Emergency Vehicles Strength II: Overload Vehicles Reactions at a pier for checking the pier cap. ≔⎛⎝,,⎞⎠‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ←0 ⋅0 ←1 ←-rows ⎛⎝⎞⎠1 for ∊ | | | ‥1 ‖ ‖‖ ←+ -1 -1 for ∊ | | | | | | | | | | | | | | | | | | ‥0 ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ ←∑ =0 ⎛ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜⎝ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | if also if else < ‖ ‖ ‖ ‖‖ ⎛ ⎜ ⎜ ⎜⎝ ⋅―――――――――――― if ⎛ ⎝,,≥-0 ⎛ ⎝-⎞ ⎠⋅0 -0 ⎛ ⎝-⎞ ⎠⋅0 ⎞ ⎠ 0 ⎞ ⎟ ⎟ ⎟⎠ ＝ ‖ ‖‖ ‖ ‖ ‖ ‖‖ ⎛ ⎜ ⎜ ⎜⎝ ⋅―――――――――――― if ⎛ ⎝,,≥-1 ⎛ ⎝-⎞ ⎠⋅0 -1 ⎛ ⎝-⎞ ⎠⋅0 ⎞ ⎠ 1 ⎞ ⎟ ⎟ ⎟⎠ ⎞ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟⎠ ←max ⎛⎝⎞⎠ ←0 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page EndFB.mcdx 06/18/2020 4 ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ | | | | | | | | | | | | | | | | | | | | | | | | | ←0 1 ←1 for ∊ | | | | | | | | | | | | | | | | | | ‥0 ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ ←∑ =0 ⎛ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜⎝ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖ ‖‖ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | if also if else < ‖ ‖ ‖ ‖‖ ⎛ ⎜ ⎜ ⎜⎝ ⋅―――――――――――― if ⎛ ⎝,,≥-0 ⎛ ⎝-⎞ ⎠⋅0 -0 ⎛ ⎝-⎞ ⎠⋅0 ⎞ ⎠ 0 ⎞ ⎟ ⎟ ⎟⎠ ＝ ‖ ‖‖ ‖ ‖ ‖ ‖‖ ⎛ ⎜ ⎜ ⎜⎝ ⋅―――――――――――― if ⎛ ⎝,,≥-1 ⎛ ⎝-⎞ ⎠⋅0 -1 ⎛ ⎝-⎞ ⎠⋅0 ⎞ ⎠ 1 ⎞ ⎟ ⎟ ⎟⎠ ⎞ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟⎠ ←max ⎛⎝⎞⎠ max ⎛⎝,⎞⎠ ≔⋅2.6 26 ⎡ ⎢⎣ ⎤ ⎥⎦Length on each side of Cap ≔⋅ 8 32 32 ⎡ ⎢ ⎢⎣ ⎤ ⎥ ⎥⎦ Loads ≔⋅14 14 ⎡ ⎢⎣ ⎤ ⎥⎦Spacing of Axles ≔=⎛⎝,,⎞⎠46.769 For the truck ≔⋅25 25 ⎡ ⎢⎣ ⎤ ⎥⎦≔⋅4⎡⎣⎤⎦ ≔=⎛⎝,,⎞⎠46.154 For the tandem ≔=⋅⋅―― +0 1 2 0.64 ――9.152 For the lane load ≔=+⋅1.00 max ⎛⎝,⎞⎠55.921 Truck or tandem plus lane, including dynamic load allowance Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page EndFB.mcdx 06/18/2020 5 dynamic load allowance Dynamic load allowance needs to be added to the following. ≔⋅ 16 17 17 ⎡ ⎢ ⎢⎣ ⎤ ⎥ ⎥⎦ Loads ≔⋅15 4 ⎡ ⎢⎣ ⎤ ⎥⎦Spacing of Axles ≔=⎛⎝,,⎞⎠35.692 ≔⋅ 10 15.5 15.5 15.5 15.5 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 11 4 22 4 ⎡ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠32.846 ≔⋅ 12 12 12 16 14 14 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 15 4 15 16 4 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠29.538 ≔⋅ 6 8 8 17 17 8 8 8 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎦ Loads ≔⋅ 6 4 4 4 4 4 4 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠44.308 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page EndFB.mcdx 06/18/2020 6 ≔⋅ 12 8 17 17 ⎡ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎦ Loads ≔⋅ 10 4 4 ⎡ ⎢ ⎢⎣ ⎤ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠40.615 ≔⋅ 12 8 8 17 17 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 4 4 ⎡ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠43.077 ≔⋅ 11.5 8 8 17 17 8 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 4 4 4 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠43 ≔⋅ 11.5 8 8 17 17 8 8 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 4 4 4 4 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠43 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Designed By: MJS File: Date: Page EndFB.mcdx 06/18/2020 7 ≔⋅24 33.5 ⎡ ⎢⎣ ⎤ ⎥⎦≔⋅15⎡⎣⎤⎦ ≔=⎛⎝,,⎞⎠43.654 ≔⋅ 24 31 31 ⎡ ⎢ ⎢⎣ ⎤ ⎥ ⎥⎦ ≔⋅15 4 ⎡ ⎢⎣ ⎤ ⎥⎦ ≔=⎛⎝,,⎞⎠63.692 ≔⋅ 10 21.5 21.5 21.5 21.5 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 12 4 ⎡ ⎢ ⎢ ⎢ ⎣ ⎤ ⎥ ⎥ ⎥ ⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠52.923 ≔⋅ 12 21.5 21.5 22 21.5 21.5 22 21.5 21.5 22 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Loads ≔⋅ 10 4 6 16 4 6 14 4 6 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Spacing of Axles ≔=⎛⎝,,⎞⎠54.885 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page girder.mcdx 06/05/2020 1 Load Rating Load ratings per NBIS and the AASHTO Manual for Bridge Evaluation (MBE), WSDOT Bridge Design Manual, and AASHTO LRFD Bridge Design Specifications. General Information: Name: Bronson Way Bridge Span: Single span steel girder with floor beams and stringers Analyze: Steel girder LRFR Method per the MBE: ＝――――――――― +--⋅⋅⋅ ⋅⋅⎛⎝+1 ⎞⎠ Resistance factors: ≔1.00 Steel bending sections ≔1.00 Shear Condition factor: ≔1.0 Good, BMS condition state 1 System factor: ≔0.90 2 riveted steel girder systems Load factors: ≔1.25 Dead load factor for components and attachments ≔1.50 Dead load factor for wearing surface and utilities HL93 Live Load Factors: ≔1.75 Inventory design live load factor ≔1.35 Operating design live load factor Legal and NRL Live Load Factor: ≔1.30 <1000 ≔=⋅20000 0.04 800 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page girder.mcdx 06/05/2020 2 1.30 EV Live Load Factor: ≔1.30 Permit Live Load Factor: ≔1.20 Permit live load factor Dynamic Load Allowance (Impact): HL93 Impact: ≔%33 Legal & Permit Truck Impact: ≔%10 Condition State 8 for Element 7681 Material Properties: Concrete:≔⋅3500 ≔⋅155 Steel:≔⋅45 Dead Loads Applied to Girders: Weight of the interior floor beam ≔=⋅ ⎛ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜ ⎜⎝ + ↲⋅⋅⎛ ⎜ ⎜ ⎜ ⎜⎝+ ↲+ ↲⋅⋅⋅⋅⋅.375 54 58.64 ⋅⋅⋅⋅⋅⋅14 ―7 16 40 2 ⋅⋅⋅⋅⋅⋅14 .375 31 2 ⎞ ⎟ ⎟ ⎟ ⎟⎠ .490 ――3 ⋅⋅⋅⋅4 28.7 ――58.64 ⎞ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟ ⎟⎠ 1.15 15.58 Weight of the end floor beam ≔=⋅ ⎛ ⎜ ⎜ ⎜ ⎜⎝ + ↲⋅⋅⎛ ⎜⎝+ ↲⋅⋅⋅⋅⋅.375 54 58.64 ⋅⋅⋅⋅⋅14 .5 34 ⎞ ⎟⎠ .490 ――3 ⋅⋅⋅⋅4 24.2 ――58.64 ⎞ ⎟ ⎟ ⎟ ⎟⎠ 1.15 12.106 Weightof thestringers Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page girder.mcdx 06/05/2020 3 Weight of the stringers ≔=⋅ ⎛ ⎜⎝ ⋅⋅563―― ⎞ ⎟⎠ 1.15 0.362 ―― Weight of bracing ≔=―――――――――――― ⋅⋅⋅8.70 ――4 ‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾ +⎛⎝⋅58 ⎞⎠ 2 ⎛⎝⋅52.03 ⎞⎠ 2 ⋅104 0.026 ―― Weight of Deck ≔=⋅⋅ ⎛ ⎜⎝ +⋅⋅――57 2 6.25 ⋅⋅⋅5.75 7.5 ⎞ ⎟⎠ 155 ――3 2.347 ―― Weight of Sidewalks on Main Span Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page girder.mcdx 06/05/2020 4 ≔⋅ 2 72 72 69 69 11 11 7.5 7.5 8 8 9 9 9.5 9.5 0.5 0.5 1 1 2 2 2.5 2.5 0 0 2 2 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔⋅ 0 0 7 7 4 4 11.75 11.75 34.75 34.75 35.25 35.25 36.25 36.25 40.75 40.75 36.25 36.25 35.25 35.25 34.75 34.75 11.75 10.75 5.75 5.75 0 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔rows ⎛⎝⎞⎠ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page girder.mcdx 06/05/2020 5 0 0.5 1 1.5 2 2.5 3 3.5 -1 -0.5 4 1.2 1.8 2.4 3 3.6 4.2 4.8 5.400.6 6 ⎛⎝⎞⎠ ⎛⎝⎞⎠ ≔∑ =1 -1 ⎛ ⎜⎝ ⋅⋅⎛ ⎝- -1 ⎞ ⎠ ⎛ ⎝+ -1 ⎞ ⎠ ―1 2 ⎞ ⎟⎠ =3.722 2 ≔= ⎛ ⎜ ⎝ +⋅⋅ ⎛ ⎜⎝ -――――――⋅⋅⋅⋅⋅5 20 10 ⋅18 ⎞ ⎟⎠ 160 ――3 ⋅⋅⋅233.9――1.15⎞ ⎟ ⎠ 0.612 ―― Interior Floor Beam Reactions ≔=+++――2 ⋅⋅26 ⋅⋅26 ⋅⋅26 78.913 End Floor Beam Reactions ≔=+++――2 ⋅⋅14.30 ⋅⋅14.30 ⋅⋅14.30 45.171 Interior HMA Reaction ≔=⋅⋅⋅⋅⋅⋅――⋅56 2 3 0.14 ――3 26 25.48 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page girder.mcdx 06/05/2020 6 End HMA Reaction ≔=⋅⋅⋅⋅⋅⋅――⋅56 2 3 0.14 ――3 14.3 14.014 Utilities - 12" water line ≔=+⋅⋅⋅⎛⎝⋅12 ⎞⎠ 2 ―4 .0624 ――3 ⋅.035 ――0.084 ―― Use 0.1 kip/ft Live Loads: Strength I: HL-93 Inv/Opr, Type 3, Type 3S2, Type 3-3, NRL, SU Vehicles, and Emergency Vehicles Strength II: Overload Vehicles Live Load Distribution:per AASHTO Sect. 4.6.2.2 For all lanes loaded the same: ≔=max ⎛ ⎜⎝ ,,,⋅1.2 ―52 58 ―――+52 40 58 ⋅0.85 ――――++52 40 28 58 0.65 ――――――+++52 40 28 16 58 ⎞ ⎟⎠ 1.759 For one lane loaded with adjacent lanes loaded ≔=0.85 ―52 58 0.762 ≔=⋅0.85 ―――+40 28 58 0.997 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page girder.mcdx 06/05/2020 7 In order to apply the correct loads and get the correct rating factor, we will apply one lane of load to the girder and then factor it here. ≔ “HL93Inv” “HL93Oper” “Type 3” “Type 3S2” “Type 3-3” “NRL” “SU4” “SU5” “SU6” “SU7” “EV2” “EV3” “OL1” “OL2” ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔ 1.759 1.759 1.759 1.759 1.759 1.759 1.759 1.759 1.759 1.759 0.762 0.762 0.762 0.762 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔ 0 0 0 0 0 0 0 0 0 0 0.997 0.997 0.997 0.997 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔ 1.05 1.36 3.33 2.70 2.65 2.14 3.04 2.69 2.43 2.20 2.86 1.92 2.00 1.23 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔,‥01 13 ≔――――――――1 +――――――― 5 = 0.597 0.773 1.893 1.535 1.507 1.217 1.728 1.529 1.381 1.251 1.366 1.159 1.181 0.921 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ = “HL93Inv” “HL93Oper” “Type 3” “Type 3S2” “Type 3-3” “NRL” “SU4” “SU5” “SU6” “SU7” “EV2” “EV3” “OL1” “OL2” ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI # 20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page girder.mcdx 06/05/2020 8 Note that the point at the support does not need to be investigated since the shear will be critical at the last floor beam attachment which is at the quarter point. Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI #A20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page TeeGirder.mcdx 06/05/2020 1 Load Rating Load ratings per NBIS and the AASHTO Manual for Bridge Evaluation (MBE), WSDOT Bridge Design Manual, and AASHTO LRFD Bridge Design Specifications. General Information: Name: Bronson Way Span: Approach Tee Girder Analyze: Girder LRFR Method per the MBE: ＝――――――――― +--⋅⋅⋅ ⋅⋅⎛⎝+1 ⎞⎠ Resistance factors: ≔0.9 Tension-controlled reinforced concrete sections ≔0.9 Shear and torsion for normal weight concrete Condition factor: ≔1.0 BMS condition 1 System factor: ≔1.0 All Other Girder and Slab Bridges Load factors: ≔1.25 Dead load factor for components and attachments ≔1.50 Dead load factor for wearing surface and utilities HL93 Live Load Factors: ≔1.75 Inventory design live load factor ≔1.35 Operating design live load factor Legal and NRL Live Load Factor: ≔=⋅0.04 20000 800 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI #A20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page TeeGirder.mcdx 06/05/2020 2 0.04 20000 800 ≔1.30 ADTT < 1000 EV Live Load Factor: ≔1.30 Permit Live Load Factor: ≔1.20 Permit live load factor Dynamic Load Allowance (Impact): HL93 Impact: ≔%33 Impact for HL93 Legal & Permit Truck Impact: ≔%33 Span less than 40 feet Material Properties: Concrete:≔⋅3500 ≔⋅155 Reinforcing:≔⋅40 Per previous load rating Dead Loads Applied to Superstructure: We will look at an interior girder. The exterior girder and outside wall support the sidewalk. ≔=⋅⋅⋅⋅⋅3 7.17 0.14 ――3 0.251 ―― Live Loads: Strength I: HL-93 Inv/Opr, Type 3, Type 3S2, Type 3-3, NRL, SU Vehicles, and EV's Strength II: Overload Vehicles Live Load Distribution:per AASHTO Sect. 4.6.2.2 ≔⋅7.17 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI #A20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page TeeGirder.mcdx 06/05/2020 3 ≔⋅22.17 ≔⋅7 ≔=+⋅18 2.083 ≔=-⋅28 ⋅⋅4 7.1666 -0.666 ≔―――――― ⋅⋅⎛⎝-⎞⎠ 3 16.5 12 ≔⋅⋅⎛⎝-⎞⎠16.5 ≔―2 ≔+⋅2 ≔=+0.06 ⋅⋅ ⎛ ⎜⎝ ―― ⋅14 ⎞ ⎟⎠ 0.4 ⎛ ⎜⎝ ― ⎞ ⎟⎠ 0.3 ⎛ ⎜ ⎜⎝ ―― ⋅3 ⎞ ⎟ ⎟⎠ 0.1 0.578 ≔=+0.075 ⋅⋅ ⎛ ⎜⎝ ――― ⋅9.5 ⎞ ⎟⎠ 0.6 ⎛ ⎜⎝ ― ⎞ ⎟⎠ 0.2 ⎛ ⎜ ⎜⎝ ―― ⋅3 ⎞ ⎟ ⎟⎠ 0.1 0.715 ≔=⋅⋅―――― -+⋅2 0.5 1.2 0.377 ≔=⋅ ⎛ ⎜ ⎝ +0.77 ――― ⋅9.1 ⎞ ⎟ ⎠ 0.498 ≔⋅8.48 ≔=+1 ⋅⋅0.20 ⎛ ⎜ ⎜⎝ ―― ⋅3 ⎞ ⎟ ⎟⎠ 0.3 tan ⎛⎝⎞⎠1.035 ≔=⋅ ⎛ ⎜⎝ +0.36 ―― ⋅25 ⎞ ⎟⎠ 0.669 Sargent Engineers, Inc. 320 Ronlee Ln NW Olympia, WA 98502 Tel 360-867-9284 SEI #A20124.00 Project: Bronson Way Bridge Designed By: MJS File: Date: Page TeeGirder.mcdx 06/05/2020 4 ≔=⋅ ⎛ ⎜ ⎝ -+0.2 ―― ⋅12 ⎛ ⎜⎝ ―― ⋅35 ⎞ ⎟⎠ 2.0⎞ ⎟ ⎠ 0.782 ≔=⋅⋅⋅―――― -+⋅2 0.5 1.2 0.39 ≔=⋅ ⎛ ⎜ ⎝ +0.6 ―― ⋅10 ⎞ ⎟ ⎠ 0.417           City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    Memo – Lower Cedar River                        Probable Water Surface Elevation                        for Bridge Painting Work  WATERSHED SCIENCE & ENGINEERING · 506 2nd Ave, Suite 2700, Seattle, WA 98104 · 206-521-3000 Memorandum To: City of Renton From: Jeff Johnson and Chris Meder, Watershed Science & Engineering Date: October 8, 2020 Re: Bronson Way Bridge Painting – Probable Lower Cedar River Water Surface Elevations INTRODUCTION Watershed Science & Engineering (WSE) has completed a statistical analysis to estimate the range of water surface elevations that can occur in the lower Cedar River during a typical year between May 1 and October 31. The City intends to repaint three bridges, Williams Ave, Bronson Way and Houser Way, which will require scaffolding to be hung under each. The purpose of this water level analysis is to help determine the elevation at which to install the scaffolding under the Bronson Way bridge. The results of this analysis are presented and discussed below. HISTORICAL FLOW DATA The statistical analyses are based upon 34 years of 15-minute Cedar River instantaneous flow/stage data collected at USGS Station 12109000 at River Mile 1.6 which is just downstream from the Bronson Way bridge. The data covers the period 12/01/1986 through 09/21/2020. ANALYSIS WSE completed two different statistical analyses on the 15-minute flow data. The first method provides an overview of the typical range of discharges that occur between May 1 and October 31. The second method, which is the method to use to set the scaffolding platform height, examines the probability of high flows occurring between May and October. Note – we refer to these as “high flows” and not “flood flows” because events between May and October are typically not considered floods. For the first method, WSE determined the 95th percentile discharge for every 15-minute interval of each day between May 1 and October 31. Fifteen-minute data has been collected continuously between 1986 and 2020, therefore, there are approximately 34 flow data points for each 15-minute period of each day. The 95th percentile is the discharge that is higher than 95 percent of the recorded flows for that day and time. The yellow line in Figure 1 shows the 95th percentile discharge for the period May 1 through October 31. It reveals that flows typically remain relatively high between May 1 and mid-June, then start to fall, remaining low between mid-July and early October. They begin to rise again in mid-October. Based on this line, the best time for the scaffolding platform to be in place is between approximately July 15 and early October. P a g e | 2 Figure 1. 95th percentile flows at the Cedar River USGS gage in Renton Occasionally a high flow will occur between May and October that is higher than the 95th percentile values in Figure 1. It is these less-common higher discharges that should be considered when selecting the scaffolding platform elevation. To determine the magnitude and frequency of these high flow events, WSE completed flow frequency analyses on the 15-minute data covering for three different time periods: May 1 through October 31, June 1 through September 30, and July 1 through September 30. The frequency curves are based upon a Log Pearson Type III distribution as computed using the methods of USGS Bulletin 17B, the most common curve fitting routine used in the United States for this type of investigation. The recurrence intervals and corresponding flow discharges for each period are presented in Table 1. Table 1. Log-Pearson III 15-minute Flow Frequency Discharge Estimates Lower Cedar River. Recurrence Interval May through October Discharge (cfs) June through September Discharge (cfs) July through September Discharge (cfs) 20% chance of occurrence (5-year) 1940 1270 720 10% chance of occurrence (10-year) 2290 1590 900 5% chance of occurrence (20-year) 2570 1900 1050 2% chance of occurrence (50-year) 3000 2400 1310 1% chance of occurrence (100-year) 3270 2780 1490 P a g e | 3 CONVERTING DISCHARGES TO STAGE AT THE BRONSON WAY BRIDGE WSE converted the discharges in Table 1 to water surface elevations at Bronson Way using an existing hydraulic model of the river. WSE obtained a HEC-RAS 1D steady state hydraulic model of the lower Cedar River prepared by Northwest Hydraulic Consultants (NHC) as part of the annual Lower Cedar River sediment monitoring program. The model contains cross section data surveyed by NHC in 2019. Figure 2 shows the location of the Bronson Way bridge, as well as the Houser Way and William’s bridges. It also shows the location of the HEC-RAS model cross section at each bridge. Figure 2. Lower Cedar River bridge locations and model cross section locations (red lines). To estimate water surface elevations, WSE developed a stage-discharge rating curve at the upstream side of the Bronson Way bridge by running the HEC-RAS model for a series of discharges between 200 and 3300 cfs to capture the recorded flow range between May through October. Water surface elevations at the bridge for each flow in Table 1 are presented in Table 2. Also presented is the distance between the water surface and bridge low chord elevation (red numbers). Figure 3 compares the water surface elevations for the 5% and 1% chance occurrence flows to the bridge low chord elevation (note - we did not include all occurrence intervals on the plots for there would be too many lines). P a g e | 4 Table 2. Bronson Way -- Water Surface Elevations and Distance between Bridge Low Chord and Water Surface. Water Surface Elevation (ft, NAVD88) Period 20% Chance Occurrence 10% Chance Occurrence 5% Chance Occurrence 2% Chance Occurrence 1% Chance Occurrence May 1 - October 31 29.8 30.1 30.4 30.9 31.2 Bridge Low Chord to Water Surface1 (ft) 7.4 7.1 6.8 6.3 6.0 June 1 - September 30 28.9 29.4 29.7 30.2 30.6 Bridge Low Chord to Water Surface1 8.3 7.8 7.5 7.0 6.6 July 1 - September 30 28.1 28.4 28.6 29.0 29.2 Bridge Low Chord to Water Surface1 9.1 8.8 8.6 8.2 8.0 1Bridge Low Chord Elevation 37.2 ft NAVD’88. Elevation supplied by Sargent Engineers. Figure 3. Bronson Way P a g e | 5 CONCLUSION The river stage data described above can be used to help determine an appropriate elevation for the painting scaffolding platform at the Bronson Way bridge. WSE recognizes that multiple factors will need to be considered when choosing the platform elevations, including space needed for the painters to work and the depth of the platform itself. Therefore, WSE cannot recommend specific elevations, but suggests setting the platforms a high as possible to minimize risk. If it is determined that there isn’t sufficient room to fit the platform under a bridge and above anticipated flow levels, then the contractor may need to consider a compressed painting window so that platform is in place only during the lowest flow months (e.g. July to September). WSE will continue to work with the design team as needed to develop recommendations for the elevation of the scaffolding platforms.           City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    Appendix B – Prevailing Hourly Minimum Wage Rates  State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 5/14/2022 County Trade Job Classification Wage HolidayOvertimeNote *Risk Class King Asbestos Abatement Workers Journey Level $54.62 5D 1H View King Boilermakers Journey Level $72.54 5N 1C View King Brick Mason Journey Level $63.32 7E 1N View King Brick Mason Pointer-Caulker-Cleaner $63.32 7E 1N View King Building Service Employees Janitor $27.23 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $27.68 5S 2F View King Building Service Employees Window Cleaner (Non- Scaffold) $31.18 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $32.18 5S 2F View King Cabinet Makers (In Shop) Journey Level $22.74 1 View King Carpenters Acoustical Worker $68.19 15J 4C View King Carpenters Bridge, Dock And Wharf Carpenters $68.19 15J 4C View King Carpenters Carpenter $68.19 15J 4C View King Carpenters Floor Finisher $68.19 15J 4C View King Carpenters Floor Layer $68.19 15J 4C View King Carpenters Scaffold Erector $68.19 15J 4C View King Cement Masons Application of all Composition Mastic $67.41 15J 4U View King Cement Masons Application of all Epoxy Material $66.91 15J 4U View King Cement Masons Application of all Plastic Material $67.41 15J 4U View King Cement Masons Application of Sealing Compound $66.91 15J 4U View Page 1 of 24 King Cement Masons Application of Underlayment $67.41 15J 4U View King Cement Masons Building General $66.91 15J 4U View King Cement Masons Composition or Kalman Floors $67.41 15J 4U View King Cement Masons Concrete Paving $66.91 15J 4U View King Cement Masons Curb & Gutter Machine $67.41 15J 4U View King Cement Masons Curb & Gutter, Sidewalks $66.91 15J 4U View King Cement Masons Curing Concrete $66.91 15J 4U View King Cement Masons Finish Colored Concrete $67.41 15J 4U View King Cement Masons Floor Grinding $67.41 15J 4U View King Cement Masons Floor Grinding/Polisher $66.91 15J 4U View King Cement Masons Green Concrete Saw, self- powered $67.41 15J 4U View King Cement Masons Grouting of all Plates $66.91 15J 4U View King Cement Masons Grouting of all Tilt-up Panels $66.91 15J 4U View King Cement Masons Gunite Nozzleman $67.41 15J 4U View King Cement Masons Hand Powered Grinder $67.41 15J 4U View King Cement Masons Journey Level $66.91 15J 4U View King Cement Masons Patching Concrete $66.91 15J 4U View King Cement Masons Pneumatic Power Tools $67.41 15J 4U View King Cement Masons Power Chipping & Brushing $67.41 15J 4U View King Cement Masons Sand Blasting Architectural Finish $67.41 15J 4U View King Cement Masons Screed & Rodding Machine $67.41 15J 4U View King Cement Masons Spackling or Skim Coat Concrete $66.91 15J 4U View King Cement Masons Troweling Machine Operator $67.41 15J 4U View King Cement Masons Troweling Machine Operator on Colored Slabs $67.41 15J 4U View King Cement Masons Tunnel Workers $67.41 15J 4U View King Divers & Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $122.46 15J 4C View King Divers & Tenders Diver $122.49 15J 4C 8V View King Divers & Tenders Diver On Standby $81.04 15J 4C View King Divers & Tenders Diver Tender $73.60 15J 4C View King Divers & Tenders Manifold Operator $73.60 15J 4C View King Divers & Tenders Manifold Operator Mixed Gas $78.60 15J 4C View King Divers & Tenders Remote Operated Vehicle Operator/Technician $73.60 15J 4C View King Divers & Tenders Remote Operated Vehicle Tender $68.64 15J 4C View King Dredge Workers Assistant Engineer $73.62 5D 3F View Page 2 of 24 King Dredge Workers Assistant Mate (Deckhand) $73.05 5D 3F View King Dredge Workers Boatmen $73.62 5D 3F View King Dredge Workers Engineer Welder $75.03 5D 3F View King Dredge Workers Leverman, Hydraulic $76.53 5D 3F View King Dredge Workers Mates $73.62 5D 3F View King Dredge Workers Oiler $73.05 5D 3F View King Drywall Applicator Journey Level $68.19 15J 4C View King Drywall Tapers Journey Level $67.91 5P 1E View King Electrical Fixture Maintenance Workers Journey Level $35.19 5L 1E View King Electricians - Inside Cable Splicer $97.21 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $104.49 7C 4E View King Electricians - Inside Certified Welder $93.91 7C 4E View King Electricians - Inside Certified Welder (tunnel) $100.86 7C 4E View King Electricians - Inside Construction Stock Person $47.03 7C 4E View King Electricians - Inside Journey Level $90.59 7C 4E View King Electricians - Inside Journey Level (tunnel) $97.21 7C 4E View King Electricians - Motor Shop Journey Level $48.68 5A 1B View King Electricians - Powerline Construction Cable Splicer $88.89 5A 4D View King Electricians - Powerline Construction Certified Line Welder $81.65 5A 4D View King Electricians - Powerline Construction Groundperson $52.91 5A 4D View King Electricians - Powerline Construction Heavy Line Equipment Operator $81.65 5A 4D View King Electricians - Powerline Construction Journey Level Lineperson $81.65 5A 4D View King Electricians - Powerline Construction Line Equipment Operator $70.02 5A 4D View King Electricians - Powerline Construction Meter Installer $52.91 5A 4D 8W View King Electricians - Powerline Construction Pole Sprayer $81.65 5A 4D View King Electricians - Powerline Construction Powderperson $60.75 5A 4D View King Electronic Technicians Journey Level $59.10 7E 1E View King Elevator Constructors Mechanic $103.81 7D 4A View Page 3 of 24 King Elevator Constructors Mechanic In Charge $112.09 7D 4A View King Fabricated Precast Concrete Products All Classifications - In- Factory Work Only $18.25 5B 1R View King Fence Erectors Fence Erector $46.29 15J 4V 8Y View King Fence Erectors Fence Laborer $46.29 15J 4V 8Y View King Flaggers Journey Level $46.29 15J 4V 8Y View King Glaziers Journey Level $72.41 7L 1Y View King Heat & Frost Insulators And Asbestos Workers Journey Level $82.02 15H 11C View King Heating Equipment Mechanics Journey Level $91.83 7F 1E View King Hod Carriers & Mason Tenders Journey Level $57.31 15J 4V 8Y View King Industrial Power Vacuum Cleaner Journey Level $14.49 1 View King Inland Boatmen Boat Operator $61.41 5B 1K View King Inland Boatmen Cook $56.48 5B 1K View King Inland Boatmen Deckhand $57.48 5B 1K View King Inland Boatmen Deckhand Engineer $58.81 5B 1K View King Inland Boatmen Launch Operator $58.89 5B 1K View King Inland Boatmen Mate $57.31 5B 1K View King Inspection/Cleaning /Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $31.49 1 View King Inspection/Cleaning /Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $14.49 1 View King Inspection/Cleaning /Sealing Of Sewer & Water Systems By Remote Control Head Operator $24.91 1 View King Inspection/Cleaning /Sealing Of Sewer & Water Systems By Remote Control Technician $19.33 1 View King Inspection/Cleaning /Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $20.45 1 View King Insulation Applicators Journey Level $68.19 15J 4C View King Ironworkers Journeyman $80.28 7N 1O View King Laborers Air, Gas Or Electric Vibrating Screed $54.62 15J 4V 8Y View King Laborers Airtrac Drill Operator $56.31 15J 4V 8Y View King Laborers Ballast Regular Machine $54.62 15J 4V 8Y View King Laborers Batch Weighman $46.29 15J 4V 8Y View King Laborers Brick Pavers $54.62 15J 4V 8Y View Page 4 of 24 King Laborers Brush Cutter $54.62 15J 4V 8Y View King Laborers Brush Hog Feeder $54.62 15J 4V 8Y View King Laborers Burner $54.62 15J 4V 8Y View King Laborers Caisson Worker $56.31 15J 4V 8Y View King Laborers Carpenter Tender $54.62 15J 4V 8Y View King Laborers Cement Dumper-paving $55.62 15J 4V 8Y View King Laborers Cement Finisher Tender $54.62 15J 4V 8Y View King Laborers Change House Or Dry Shack $54.62 15J 4V 8Y View King Laborers Chipping Gun (30 Lbs. And Over) $55.62 15J 4V 8Y View King Laborers Chipping Gun (Under 30 Lbs.) $54.62 15J 4V 8Y View King Laborers Choker Setter $54.62 15J 4V 8Y View King Laborers Chuck Tender $54.62 15J 4V 8Y View King Laborers Clary Power Spreader $55.62 15J 4V 8Y View King Laborers Clean-up Laborer $54.62 15J 4V 8Y View King Laborers Concrete Dumper/Chute Operator $55.62 15J 4V 8Y View King Laborers Concrete Form Stripper $54.62 15J 4V 8Y View King Laborers Concrete Placement Crew $55.62 15J 4V 8Y View King Laborers Concrete Saw Operator/Core Driller $55.62 15J 4V 8Y View King Laborers Crusher Feeder $46.29 15J 4V 8Y View King Laborers Curing Laborer $54.62 15J 4V 8Y View King Laborers Demolition: Wrecking & Moving (Incl. Charred Material) $54.62 15J 4V 8Y View King Laborers Ditch Digger $54.62 15J 4V 8Y View King Laborers Diver $56.31 15J 4V 8Y View King Laborers Drill Operator (Hydraulic, Diamond) $55.62 15J 4V 8Y View King Laborers Dry Stack Walls $54.62 15J 4V 8Y View King Laborers Dump Person $54.62 15J 4V 8Y View King Laborers Epoxy Technician $54.62 15J 4V 8Y View King Laborers Erosion Control Worker $54.62 15J 4V 8Y View King Laborers Faller & Bucker Chain Saw $55.62 15J 4V 8Y View King Laborers Fine Graders $54.62 15J 4V 8Y View King Laborers Firewatch $46.29 15J 4V 8Y View King Laborers Form Setter $54.62 15J 4V 8Y View King Laborers Gabian Basket Builders $54.62 15J 4V 8Y View King Laborers General Laborer $54.62 15J 4V 8Y View King Laborers Grade Checker & Transit Person $57.31 15J 4V 8Y View King Laborers Grinders $54.62 15J 4V 8Y View King Laborers Grout Machine Tender $54.62 15J 4V 8Y View Page 5 of 24 King Laborers Groutmen (Pressure) Including Post Tension Beams $55.62 15J 4V 8Y View King Laborers Guardrail Erector $54.62 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level A) $56.31 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level B) $55.62 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level C) $54.62 15J 4V 8Y View King Laborers High Scaler $56.31 15J 4V 8Y View King Laborers Jackhammer $55.62 15J 4V 8Y View King Laborers Laserbeam Operator $55.62 15J 4V 8Y View King Laborers Maintenance Person $54.62 15J 4V 8Y View King Laborers Manhole Builder-Mudman $55.62 15J 4V 8Y View King Laborers Material Yard Person $54.62 15J 4V 8Y View King Laborers Motorman-Dinky Locomotive $55.62 15J 4V 8Y View King Laborers nozzleman (concrete pump, green cutter when using combination of high pressure air & water on concrete & rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) $57.31 15J 4V 8Y View King Laborers Pavement Breaker $55.62 15J 4V 8Y View King Laborers Pilot Car $46.29 15J 4V 8Y View King Laborers Pipe Layer (Lead) $57.31 15J 4V 8Y View King Laborers Pipe Layer/Tailor $55.62 15J 4V 8Y View King Laborers Pipe Pot Tender $55.62 15J 4V 8Y View King Laborers Pipe Reliner $55.62 15J 4V 8Y View King Laborers Pipe Wrapper $55.62 15J 4V 8Y View King Laborers Pot Tender $54.62 15J 4V 8Y View King Laborers Powderman $56.31 15J 4V 8Y View King Laborers Powderman's Helper $54.62 15J 4V 8Y View King Laborers Power Jacks $55.62 15J 4V 8Y View King Laborers Railroad Spike Puller - Power $55.62 15J 4V 8Y View King Laborers Raker - Asphalt $57.31 15J 4V 8Y View King Laborers Re-timberman $56.31 15J 4V 8Y View King Laborers Remote Equipment Operator $55.62 15J 4V 8Y View King Laborers Rigger/Signal Person $55.62 15J 4V 8Y View King Laborers Rip Rap Person $54.62 15J 4V 8Y View King Laborers Rivet Buster $55.62 15J 4V 8Y View King Laborers Rodder $55.62 15J 4V 8Y View King Laborers Scaffold Erector $54.62 15J 4V 8Y View King Laborers Scale Person $54.62 15J 4V 8Y View King Laborers Sloper (Over 20") $55.62 15J 4V 8Y View Page 6 of 24 King Laborers Sloper Sprayer $54.62 15J 4V 8Y View King Laborers Spreader (Concrete) $55.62 15J 4V 8Y View King Laborers Stake Hopper $54.62 15J 4V 8Y View King Laborers Stock Piler $54.62 15J 4V 8Y View King Laborers Swinging Stage/Boatswain Chair $46.29 15J 4V 8Y View King Laborers Tamper & Similar Electric, Air & Gas Operated Tools $55.62 15J 4V 8Y View King Laborers Tamper (Multiple & Self- propelled) $55.62 15J 4V 8Y View King Laborers Timber Person - Sewer (Lagger, Shorer & Cribber) $55.62 15J 4V 8Y View King Laborers Toolroom Person (at Jobsite) $54.62 15J 4V 8Y View King Laborers Topper $54.62 15J 4V 8Y View King Laborers Track Laborer $54.62 15J 4V 8Y View King Laborers Track Liner (Power) $55.62 15J 4V 8Y View King Laborers Traffic Control Laborer $49.50 15J 4V 9C View King Laborers Traffic Control Supervisor $52.45 15J 4V 9C View King Laborers Truck Spotter $54.62 15J 4V 8Y View King Laborers Tugger Operator $55.62 15J 4V 8Y View King Laborers Tunnel Work-Compressed Air Worker 0-30 psi $142.82 15J 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 30.01-44.00 psi $147.85 15J 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 44.01-54.00 psi $151.53 15J 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 54.01-60.00 psi $157.23 15J 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 60.01-64.00 psi $159.35 15J 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 64.01-68.00 psi $164.45 15J 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 68.01-70.00 psi $166.35 15J 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 70.01-72.00 psi $168.35 15J 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 72.01-74.00 psi $170.35 15J 4V 9B View King Laborers Tunnel Work-Guage and Lock Tender $57.41 15J 4V 8Y View King Laborers Tunnel Work-Miner $57.41 15J 4V 8Y View Page 7 of 24 King Laborers Tunnel Work-Miner $57.41 7A 4V 8Y View King Laborers Vibrator $55.62 15J 4V 8Y View King Laborers Vinyl Seamer $54.62 15J 4V 8Y View King Laborers Watchman $42.08 15J 4V 8Y View King Laborers Welder $55.62 15J 4V 8Y View King Laborers Well Point Laborer $55.62 15J 4V 8Y View King Laborers Window Washer/Cleaner $42.08 15J 4V 8Y View King Laborers - Underground Sewer & Water General Laborer & Topman $54.62 15J 4V 8Y View King Laborers - Underground Sewer & Water Pipe Layer $55.62 15J 4V 8Y View King Landscape Construction Landscape Construction/Landscaping Or Planting Laborers $42.08 15J 4V 8Y View King Landscape Construction Landscape Operator $75.50 15J 11G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $68.19 15J 4C View King Marble Setters Journey Level $63.32 7E 1N View King Metal Fabrication (In Shop) Fitter/Certified Welder $42.17 15I 11E View King Metal Fabrication (In Shop) General Laborer $30.07 15I 11E View King Metal Fabrication (In Shop) Mechanic $43.63 15I 11E View King Metal Fabrication (In Shop) Welder/Burner $39.28 15I 11E View King Millwright Journey Level $69.74 15J 4C View King Modular Buildings Cabinet Assembly $14.49 1 View King Modular Buildings Electrician $14.49 1 View King Modular Buildings Equipment Maintenance $14.49 1 View King Modular Buildings Plumber $14.49 1 View King Modular Buildings Production Worker $14.49 1 View King Modular Buildings Tool Maintenance $14.49 1 View King Modular Buildings Utility Person $14.49 1 View King Modular Buildings Welder $14.49 1 View King Painters Journey Level $47.70 6Z 2B View King Pile Driver Crew Tender $62.69 15J 4C View King Pile Driver Crew Tender/Technician $62.69 15J 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 0-30.00 PSI $85.00 15J 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 30.01 - 44.00 PSI $90.00 15J 4C View Page 8 of 24 King Pile Driver Hyperbaric Worker - Compressed Air Worker 44.01 - 54.00 PSI $94.00 15J 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 64.01 - 68.00 PSI $106.50 15J 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 68.01 - 70.00 PSI $108.50 15J 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 70.01 - 72.00 PSI $110.50 15J 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 72.01 - 74.00 PSI $112.50 15J 4C View King Pile Driver Journey Level $68.64 15J 4C View King Plasterers Journey Level $64.14 7Q 1R View King Plasterers Nozzleman $67.64 7Q 1R View King Playground & Park Equipment Installers Journey Level $14.49 1 View King Plumbers & Pipefitters Journey Level $94.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $76.77 15J 11G 8X View King Power Equipment Operators Assistant Engineer $72.20 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $76.09 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $76.09 15J 11G 8X View King Power Equipment Operators Boat Operator $76.87 7A 11H 8X View King Power Equipment Operators Bobcat $72.20 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition Equipment $72.20 15J 11G 8X View King Power Equipment Operators Brooms $72.20 15J 11G 8X View King Power Equipment Operators Bump Cutter $76.09 15J 11G 8X View King Power Equipment Operators Cableways $76.77 15J 11G 8X View King Power Equipment Operators Chipper $76.09 15J 11G 8X View King Power Equipment Operators Compressor $72.20 15J 11G 8X View King Power Equipment Operators Concrete Finish Machine - Laser Screed $72.20 15J 11G 8X View King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $75.50 15J 11G 8X View Page 9 of 24 King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $76.77 15J 11G 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $76.09 15J 11G 8X View King Power Equipment Operators Conveyors $75.50 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and over $79.20 7A 11H 8X View King Power Equipment Operators Cranes, A-frame: 10 tons and under $72.30 7A 11H 8X View King Power Equipment Operators Cranes: 100 tons through 199 tons, or 150’ of boom (including jib with attachments) $77.63 7A 11H 8X View King Power Equipment Operators Cranes: 20 tons through 44 tons with attachments $76.19 7A 11H 8X View King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250’ of boom including jib with attachments $78.44 7A 11H 8X View King Power Equipment Operators Cranes: 300 tons and over or 300’ of boom including jib with attachments $79.20 7A 11H 8X View King Power Equipment Operators Cranes: 45 tons through 99 tons, under 150’ of boom(including jib with attachments) $76.87 7A 11H 8X View King Power Equipment Operators Cranes: Friction cranes through 199 tons $78.44 7A 11H 8X View King Power Equipment Operators Cranes: through 19 tons with attachments, a-frame over 10 tons $75.60 7A 11H 8X View King Power Equipment Operators Crusher $76.09 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches (power) $76.09 15J 11G 8X View King Power Equipment Operators Derricks, On Building Work $76.77 15J 11G 8X View King Power Equipment Operators Dozers D-9 & Under $75.50 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $75.50 15J 11G 8X View King Power Equipment Operators Drilling Machine $77.53 15J 11G 8X View King Power Equipment Operators Elevator and man-lift: permanent and shaft type $72.20 15J 11G 8X View King Power Equipment Operators Finishing Machine, Bidwell And Gamaco & Similar Equipment $76.09 15J 11G 8X View King Power Equipment Operators Forklift: 3000 lbs and over with attachments $75.50 15J 11G 8X View Page 10 of 24 King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $76.09 15J 11G 8X View King Power Equipment Operators Gradechecker/Stakeman $72.20 15J 11G 8X View King Power Equipment Operators Guardrail Punch $76.09 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $76.77 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $76.09 15J 11G 8X View King Power Equipment Operators Horizontal/Directional Drill Locator $75.50 15J 11G 8X View King Power Equipment Operators Horizontal/Directional Drill Operator $76.09 15J 11G 8X View King Power Equipment Operators Hydralifts/Boom Trucks Over 10 Tons $75.60 7A 11H 8X View King Power Equipment Operators Hydralifts/boom trucks: 10 tons and under $72.30 7A 11H 8X View King Power Equipment Operators Leverman $78.33 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $76.77 15J 11G 8X View King Power Equipment Operators Loaders, Overhead Under 6 Yards $76.09 15J 11G 8X View King Power Equipment Operators Loaders, Plant Feed $76.09 15J 11G 8X View King Power Equipment Operators Loaders: Elevating Type Belt $75.50 15J 11G 8X View King Power Equipment Operators Locomotives, All $76.09 15J 11G 8X View King Power Equipment Operators Material Transfer Device $76.09 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $0.50 per hour over mechanic) $77.53 15J 11G 8X View King Power Equipment Operators Motor Patrol Graders $76.77 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $76.77 15J 11G 8X View King Power Equipment Operators Oil Distributors, Blower Distribution & Mulch Seeding Operator $72.20 15J 11G 8X View King Power Equipment Operators Outside Hoists (Elevators and Manlifts), Air Tuggers, Strato $75.50 15J 11G 8X View King Power Equipment Operators Overhead, bridge type: 100 tons and over $77.63 7A 11H 8X View Page 11 of 24 King Power Equipment Operators Overhead, bridge type: 45 tons through 99 tons $76.87 7A 11H 8X View King Power Equipment Operators Pavement Breaker $72.20 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane Mount) $76.09 15J 11G 8X View King Power Equipment Operators Plant Oiler - Asphalt, Crusher $75.50 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $72.20 15J 11G 8X View King Power Equipment Operators Power Plant $72.20 15J 11G 8X View King Power Equipment Operators Pumps - Water $72.20 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $76.77 15J 11G 8X View King Power Equipment Operators Rigger and Bellman $72.30 7A 11H 8X View King Power Equipment Operators Rigger/Signal Person, Bellman(Certified) $75.60 7A 11H 8X View King Power Equipment Operators Rollagon $76.77 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $72.20 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi- lift Materials $75.50 15J 11G 8X View King Power Equipment Operators Roto-mill, Roto-grinder $76.09 15J 11G 8X View King Power Equipment Operators Saws - Concrete $75.50 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $76.09 15J 11G 8X View King Power Equipment Operators Scrapers - Concrete & Carry All $75.50 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $76.77 15J 11G 8X View King Power Equipment Operators Service Engineers: Equipment $75.50 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $72.20 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $75.50 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $76.77 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $76.09 15J 11G 8X View Page 12 of 24 King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $77.53 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $78.33 15J 11G 8X View King Power Equipment Operators Slipform Pavers $76.77 15J 11G 8X View King Power Equipment Operators Spreader, Topsider & Screedman $76.77 15J 11G 8X View King Power Equipment Operators Subgrader Trimmer $76.09 15J 11G 8X View King Power Equipment Operators Tower Bucket Elevators $75.50 15J 11G 8X View King Power Equipment Operators Tower Crane: over 175' through 250' in height, base to boom $78.44 7A 11H 8X View King Power Equipment Operators Tower crane: up to 175' in height base to boom $77.63 7A 11H 8X View King Power Equipment Operators Tower Cranes: over 250’ in height from base to boom $79.20 7A 11H 8X View King Power Equipment Operators Transporters, All Track Or Truck Type $76.77 15J 11G 8X View King Power Equipment Operators Trenching Machines $75.50 15J 11G 8X View King Power Equipment Operators Truck crane oiler/driver: under 100 tons $75.60 7A 11H 8X View King Power Equipment Operators Truck Mount Portable Conveyor $76.09 15J 11G 8X View King Power Equipment Operators Welder $76.77 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farmall Type $72.20 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Asphalt Plant Operators $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Assistant Engineer $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Barrier Machine (zipper) $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Batch Plant Operator, Concrete $76.09 15J 11G 8X View Page 13 of 24 King Power Equipment Operators- Underground Sewer & Water Boat Operator $76.87 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Bobcat $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Brokk - Remote Demolition Equipment $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Brooms $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Bump Cutter $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Cableways $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Chipper $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Compressor $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Finish Machine - Laser Screed $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Over 42 M $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Up To 42m $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Conveyors $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Cranes Friction: 200 tons and over $79.20 7A 11H 8X View Page 14 of 24 King Power Equipment Operators- Underground Sewer & Water Cranes, A-frame: 10 tons and under $72.30 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 100 tons through 199 tons, or 150’ of boom (including jib with attachments) $77.63 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 20 tons through 44 tons with attachments $76.19 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 20 tons through 44 tons with attachments $76.19 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 200 tons- 299 tons, or 250’ of boom including jib with attachments $78.44 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 300 tons and over or 300’ of boom including jib with attachments $79.20 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 45 tons through 99 tons, under 150’ of boom(including jib with attachments) $76.87 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: Friction cranes through 199 tons $78.44 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: through 19 tons with attachments, a-frame over 10 tons $75.60 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Crusher $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Deck Engineer/Deck Winches (power) $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Derricks, On Building Work $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Dozers D-9 & Under $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Drill Oilers: Auger Type, Truck Or Crane Mount $75.50 15J 11G 8X View Page 15 of 24 King Power Equipment Operators- Underground Sewer & Water Drilling Machine $77.53 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Elevator and man-lift: permanent and shaft type $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Finishing Machine, Bidwell And Gamaco & Similar Equipment $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Forklift: 3000 lbs and over with attachments $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Forklifts: under 3000 lbs. with attachments $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Forklifts: under 3000 lbs. with attachments $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Grade Engineer: Using Blue Prints, Cut Sheets, Etc $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Gradechecker/Stakeman $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Guardrail Punch $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Locator $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Operator $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Hydralifts/boom trucks: 10 tons and under $72.30 7A 11H 8X View Page 16 of 24 King Power Equipment Operators- Underground Sewer & Water Hydralifts/boom trucks: over 10 tons $75.60 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Leverman $78.33 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Loader, Overhead, 6 Yards. But Not Including 8 Yards $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Loaders, Overhead Under 6 Yards $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Loaders, Plant Feed $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Loaders: Elevating Type Belt $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Locomotives, All $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Material Transfer Device $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Mechanics: All (Leadmen - $0.50 per hour over mechanic) $77.53 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Motor Patrol Graders $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Oil Distributors, Blower Distribution & Mulch Seeding Operator $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Outside Hoists (Elevators and Manlifts), Air Tuggers, Strato $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, bridge type: 100 tons and over $77.63 7A 11H 8X View Page 17 of 24 King Power Equipment Operators- Underground Sewer & Water Overhead, bridge type: 45 tons through 99 tons $76.87 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Pavement Breaker $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Pile Driver (other Than Crane Mount) $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Plant Oiler - Asphalt, Crusher $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Posthole Digger, Mechanical $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Power Plant $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Pumps - Water $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Remote Control Operator On Rubber Tired Earth Moving Equipment $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Rigger and Bellman $72.30 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Rigger/Signal Person, Bellman(Certified) $75.60 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Rollagon $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Roller, Other Than Plant Mix $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Roller, Plant Mix Or Multi- lift Materials $75.50 15J 11G 8X View Page 18 of 24 King Power Equipment Operators- Underground Sewer & Water Roto-mill, Roto-grinder $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Saws - Concrete $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Scraper, Self Propelled Under 45 Yards $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Scrapers - Concrete & Carry All $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Scrapers, Self-propelled: 45 Yards And Over $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Shotcrete/Gunite Equipment $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $77.53 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 90 Metric Tons $78.33 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Slipform Pavers $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Spreader, Topsider & Screedman $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Subgrader Trimmer $76.09 15J 11G 8X View Page 19 of 24 King Power Equipment Operators- Underground Sewer & Water Tower Bucket Elevators $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Tower Crane: over 175' through 250' in height, base to boom $78.44 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Tower crane: up to 175' in height base to boom $77.63 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Tower Cranes: over 250’ in height from base to boom $79.20 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Transporters, All Track Or Truck Type $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Trenching Machines $75.50 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/Driver: 100 tons and over $76.19 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Truck crane oiler/driver: under 100 tons $75.60 7A 11H 8X View King Power Equipment Operators- Underground Sewer & Water Truck Mount Portable Conveyor $76.09 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Welder $76.77 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Wheel Tractors, Farmall Type $72.20 15J 11G 8X View King Power Equipment Operators- Underground Sewer & Water Yo Yo Pay Dozer $76.09 15J 11G 8X View King Power Line Clearance Tree Trimmers Journey Level In Charge $57.22 5A 4A View King Power Line Clearance Tree Trimmers Spray Person $54.32 5A 4A View Page 20 of 24 King Power Line Clearance Tree Trimmers Tree Equipment Operator $57.22 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer $51.18 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $38.99 5A 4A View King Refrigeration & Air Conditioning Mechanics Journey Level $90.01 6Z 1G View King Residential Brick Mason Journey Level $63.32 7E 1N View King Residential Carpenters Journey Level $36.44 1 View King Residential Cement Masons Journey Level $46.64 1 View King Residential Drywall Applicators Journey Level $68.19 15J 4C View King Residential Drywall Tapers Journey Level $36.36 1 View King Residential Electricians Journey Level $48.80 1 View King Residential Glaziers Journey Level $28.93 1 View King Residential Insulation Applicators Journey Level $28.18 1 View King Residential Laborers Journey Level $29.73 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers & Pipefitters Journey Level $94.69 6Z 1G View King Residential Refrigeration & Air Conditioning Mechanics Journey Level $90.01 6Z 1G View King Residential Sheet Metal Workers Journey Level $91.83 7F 1E View King Residential Soft Floor Layers Journey Level $51.91 5A 3J View King Residential Sprinkler Fitters (Fire Protection) Journey Level $53.04 5C 2R View King Residential Stone Masons Journey Level $63.32 7E 1N View King Residential Terrazzo Workers Journey Level $58.71 7E 1N View King Residential Terrazzo/Tile Finishers Journey Level $24.39 1 View Page 21 of 24 King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $59.05 5A 3H View King Roofers Using Irritable Bituminous Materials $62.05 5A 3H View King Sheet Metal Workers Journey Level (Field or Shop) $91.83 7F 1E View King Shipbuilding & Ship Repair New Construction Boilermaker $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Carpenter $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Crane Operator $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Electrician $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Heat & Frost Insulator $82.02 15H 11C View King Shipbuilding & Ship Repair New Construction Laborer $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Machinist $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Operating Engineer $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Painter $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Pipefitter $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Rigger $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Sheet Metal $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Shipfitter $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Warehouse/Teamster $39.58 7V 1 View King Shipbuilding & Ship Repair New Construction Welder / Burner $39.58 7V 1 View King Shipbuilding & Ship Repair Ship Repair Boilermaker $47.45 7X 4J View King Shipbuilding & Ship Repair Ship Repair Carpenter $47.35 7X 4J View King Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding & Ship Repair Ship Repair Electrician $48.92 7X 4J View King Shipbuilding & Ship Repair Ship Repair Heat & Frost Insulator $82.02 15H 11C View King Shipbuilding & Ship Repair Ship Repair Laborer $47.35 7X 4J View King Shipbuilding & Ship Repair Ship Repair Machinist $47.35 7X 4J View Page 22 of 24 King Shipbuilding & Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding & Ship Repair Ship Repair Painter $47.35 7X 4J View King Shipbuilding & Ship Repair Ship Repair Pipefitter $47.35 7X 4J View King Shipbuilding & Ship Repair Ship Repair Rigger $47.45 7X 4J View King Shipbuilding & Ship Repair Ship Repair Sheet Metal $47.35 7X 4J View King Shipbuilding & Ship Repair Ship Repair Shipwright $47.35 7X 4J View King Shipbuilding & Ship Repair Ship Repair Warehouse / Teamster $45.06 7Y 4K View King Sign Makers & Installers (Electrical) Journey Level $53.62 0 1 View King Sign Makers & Installers (Non- Electrical) Journey Level $34.42 0 1 View King Soft Floor Layers Journey Level $54.41 5A 3J View King Solar Controls For Windows Journey Level $14.49 1 View King Sprinkler Fitters (Fire Protection) Journey Level $89.49 5C 1X View King Stage Rigging Mechanics (Non Structural) Journey Level $14.49 1 View King Stone Masons Journey Level $63.32 7E 1N View King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 View King Surveyors Assistant Construction Site Surveyor $75.60 7A 11H 8X View King Surveyors Chainman $72.30 7A 11H 8X View King Surveyors Construction Site Surveyor $76.87 7A 11H 8X View King Surveyors Drone Operator (when used in conjunction with survey work only) $72.30 7A 11H 8X View King Surveyors Ground Penetrating Radar Operator $72.30 7A 11H 8X View King Telecommunication Technicians Journey Level $59.10 7E 1E View King Telephone Line Construction - Outside Cable Splicer $38.27 5A 2B View King Telephone Line Construction - Outside Hole Digger/Ground Person $25.66 5A 2B View King Telephone Line Construction - Outside Telephone Equipment Operator (Light) $31.96 5A 2B View Page 23 of 24 King Telephone Line Construction - Outside Telephone Lineperson $36.17 5A 2B View King Terrazzo Workers Journey Level $58.71 7E 1N View King Tile Setters Journey Level $58.71 7E 1N View King Tile, Marble & Terrazzo Finishers Finisher $49.54 7E 1N View King Traffic Control Stripers Journey Level $50.51 7A 1K View King Truck Drivers Asphalt Mix Over 16 Yards $69.95 15J 11I 8L View King Truck Drivers Asphalt Mix To 16 Yards $69.11 15J 11I 8L View King Truck Drivers Dump Truck $69.11 15J 11I 8L View King Truck Drivers Dump Truck & Trailer $69.95 15J 11I 8L View King Truck Drivers Other Trucks $69.95 15J 11I 8L View King Truck Drivers - Ready Mix Transit Mix $69.95 15J 11I 8L View King Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $17.71 1 View King Well Drillers & Irrigation Pump Installers Oiler $14.49 1 View King Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 View Page 24 of 24 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 1 X X X X X X X WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans X 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans X 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. X 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. X 7. Corrugated Aluminum Pipe -Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. X Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 2 X X X X X X X X X ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts -Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. X 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description and shop drawings. X 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs. See Std. Plans. X 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. See Std. Plans. X 16. Precast Catch Basin - Catch Basin type 1, 1L, 1P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 3 X X X X X X X X X X ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting X 22. Vault Risers - For use with Valve Vaults and Utilities X Vaults. X 23. Valve Vault - For use with underground utilities. See Contract Plans for details. X 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. X 25. Reinforced Earth Wall Panels – Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. X 26. Precast Concrete Walls - Precast Concrete Walls - tilt-up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used X Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 4 X X X X X X X ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. X 28. 12, 18 and 26 inch Standard Precast Prestressed Girder – Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A . X 30. Prestressed Tri-Beam Girder - Prestressed Tri-Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 31. Prestressed Precast Hollow-Core Slab – Precast Prestressed Hollow-core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. X 32. Prestressed-Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 33. Monument Case and Cover See Std. Plan. X Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 5 X X X X X X X X ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. X 35. Mono-tube Sign Structures - Mono-tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. X 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. X 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to fabrication X 38. Light Standard-Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia Provisions for pre-approved drawings. X 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans. See Special Provisions for pre-approved drawings X 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans. X Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 6 X X X X X ,m ec 18 18 X X X X X X ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed X X Custom Message Std Signing Message 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom End Sec Standard Sec 45. Aggregates/Concrete mixes 46. Asphalt Covered by WAC 296-127-0 Covered by WAC 296-127-0 47. Fiber fabrics X 48. Electrical wiring/components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 52. Irrigation components X Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 7 X X X X X X X X X X ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12.010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 8 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents.  Building Service Employees  Electrical Fixture Maintenance Workers  Electricians - Motor Shop  Heating Equipment Mechanics  Industrial Engine and Machine Mechanics  Industrial Power Vacuum Cleaners  Inspection, Cleaning, Sealing of Water Systems by Remote Control  Laborers - Underground Sewer & Water  Machinists (Hydroelectric Site Work)  Modular Buildings  Playground & Park Equipment Installers  Power Equipment Operators - Underground Sewer & Water  Residential *** ALL ASSOCIATED RATES ***  Sign Makers and Installers (Non-Electrical)  Sign Makers and Installers (Electrical)  Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators"  Fabricated Precast Concrete Products  Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 9 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above-listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 10 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, § 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 11 Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 1 of 15 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits ac tually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of w age. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 2 of 15 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Mo nday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make -up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as ma y be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one -half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 3 of 15 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one -half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 a m Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at th e applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS P ER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 4 of 15 Overtime Codes Continued 4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except thos e substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one -half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double th e hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturda y, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturda y, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 5 of 15 Overtime Codes Continued 4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays s hall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one -half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at d ouble the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the h ourly rate of wage. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make -up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make -up day at the straight time rate. However, Saturday shall not be utilized as a make -up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additio nal hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 6 of 15 Overtime Codes Continued 4. X. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5 -eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time ho urly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications requ ire that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions o f work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work perfor med on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C The first two (2) hours after eight (8) regular hours Monday through Fr iday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 7 of 15 Overtime Codes Continued 11. D. All hours worked on Saturdays and holidays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday , and the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and h olidays shall be paid at double the hourly rate of wage. G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight ti me per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one -half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of nine (9) hours or more. When an employee returns to work without at least nine (9) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate u ntil he/she shall have the nine (9) hours rest period. H. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one -half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours w orked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of ten (10) hours or more. When an employee returns to work without at least ten (10) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the ten (10) hours rest period. Overtime Codes Continued Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 8 of 15 11. I. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1 -1/2) times the straight time rate of pay. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional two dollar ($2.00) per hour for all hours worked that shift. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiv ing Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Fa lls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 9 of 15 Holiday Codes Continued R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanks giving Day, And Christmas Day (7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksg iving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shal l be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 10 of 15 Holiday Codes Continued 7. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday whic h falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated a ccordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 11 of 15 Holiday Codes Continued 7. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independen ce Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following M onday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 12 of 15 Holiday Codes Continued 7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. 15. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). When the following holidays fall on a Saturday (New Year’s Day, Independence Day, and Christmas Day) the preceding Friday will be considered as the holiday; should they fall on a Sunday, the following Monday shall be considered as the holiday. I. Holidays: New Year's Day, President’s Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the last regular workday before Christmas (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following M onday. J. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 13 of 15 Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flagger s and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effecti ve on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe be nefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 30 0’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 14 of 15 Note Codes Continued 8. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double -time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one -half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or bo atswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor ), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire s hift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double - time status. (For example, the special shift premium does not waive the overtime requirements for work per formed on Saturday or Sunday.) 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double - time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 15 of 15 Note Codes Continued 9. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswai ns chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities s uch as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. PREVAILING WAGE POLICY MEMORANDUM DATE: February 28, 2013 TO: All Interested Parties FROM: ~· Ann Selover, Industrial Statistician, Prevailing Wage Program Manager SUBJECT: How to Calculate the Hourly Rate of Contribution for Usual (Fringe) Benefits as Part of the Prevailing Rate of Wage. Policy Disclaim er This policy is designed to provide general inform ation in regard to the current opinions of the Department of Labor & Industries (L&I) on the subject matter covered. Thi s policy is intended as a guide in the interpretation and application of the relevant statutes, regulations, and policies, and may not be applicable to all situation s. This policy does not replace applicable RCW or WAC standards. If additional clarification is required, the Program Manager for Prevailing Wage should be consulted. This document is effective as of the date of print and supersedes all previous interpretations and guidelines. Changes may occur after the date of print due to sub seque nt leg is lation, administrative rule, or judicial proceedings. The u ser is encouraged to notify the Program Manager to provide or receive updated information. This docum ent will remain in effect until rescinded, modified, or withdrawn by the Director or his or her designee. PREVAILING WAGE RATE: The prevailing wage required under chapter 39.12 RCW to be paid on public work projects is defined under RCW 39.12.01 0( l) to include a "rate of hourly wage, usual benefits, and overtime." As a result, usual benefits are recognized as part of the total wage rate when publishing the prevailing wage, and when gauging compliance with prevailing wage Jaw. This document is intended to provide guidance to employers in determining wh ich cont ributions qualify as usual benefits and how to calcul ate such benefits as part of the prevailing wage rate. USUAL BENEFITS: Usual benefits are defined in RCW 39.12.010(3) and WAC 296-127-0 14 and include employer payments for medical insurance, pensions, approved apprenticeship training programs, vacation and holiday pay, and other bona fide benefits. Deductions from workers' paychecks are not usual benefits. Usua l benefits are employer paid. Benefits that arc required by law (Industrial Insurance, Social Security , State Unemployment Compensation taxes , etc.) do not qualify as usual benefits. Public Works Act (Chapter 39.12 RCW) Calculation of Usual Benefits 2 28 2013 LAS Employers must pay a wage and usual benefit package that adds up to the published prevailing rate of wage for the work perf01med. Employers are not required to provide usual or fringe benefits, and if they do not, the total prevailing wage rate must be paid as an hourly wage. In any event, employer paid usual benefits cannot be applied to reduce the hourly wage paid to les s than the state minimum wage. Please note special overtime and holiday rates may also be establi sh ed for so me trades and occupations. A. Insurance (medical, dental, life, etc.): Insurance premiums include employer paid portions of medical, dental, vision and life insurance benefits. Do not include insurance benefits that are employee paid through payroll deduction , workers' compensation premiums, unemployment insurance, or any other federally or state mandated payroll deductions. B. Pension or retirement plans: Pension and retirement contributions include employer paid portions of pension and retirement plans which are irrevocably made to a trustee or to a third person pursuant to a fund, plan, or program. Do not include pension or retirement benefits that are employee paid through payroll deductions. c. Vacation and/or holiday: Report employer paid vacation and/or holiday benefits. Do not include vacation fund deposits that are employee paid through a payroll deduction. D. Apprenticeship programs: Report employer paid contributions made to apprenticeship or training programs recognized by the Washington State Apprenticeship and Training Council. E. Other bona fide programs: Other employer paid programs may qualify as "usual benefits." Please consult with L&I prior to including payments to such programs in your repmied wage rate. See RCW 39.12.010, WAC 296-127-014 and WAC 296-127-01410. POSTING AND DOCUMENTATION: Employers must comply with all posting and employee notification requirements provided by applicable federal and state laws concerning usual benefits plans. Employers must also have and make available to L&I upon request, copies of all docum ents concerning usual benefits identified in WAC 296-127-014. See WAC 296-127- 01410 . See also U.S. Department of Labor (U.S. DOL) Employee Benefits Security Administration Reporting and Disclosure Guide {or Employee Benefit Plans. CALCULATING BENEFIT AMOUNTS -APPORTIONING BENEFITS TO HOURS WORKED: Although "usual benefits" are defined under RCW 39.12 .0 10(3), certain plans will require additional information on how benefit payments should be apportioned to hours worked. It has been the long-time position of L&I, consistent with the approach adopted by many other states and by the U.S. DOL with respect to most plans, that contributions made to a fringe benefit plan for public works should be based on the effective annual rate of ~ontributions for all hours, public and private, worked during the year by an employee. In order to apportion benefits to hours worked, L&I will generally look at contributions and hours worked over the course of a year, assuming 2,080 hours per worker per year, unl ess an employer provides an alternate schedule and can document actual hours worked. This approach is so metimes called "annuali zation." Public Works Act (Chapter 39.12 RCW) Calculation of Usual Benefits 2 28 2013 LAS As the U.S. DOL manu al explains the analogous principle under the Dav is-Bacon Act (federal prevailing wage law), " ... contributions made to a fringe benefit plan for government work generall y may not be used to fund the plan for periods of non-government work." See D av is- Baco n a nd Re la ted Ac ts a nd Co ntrac t Wo rk llo urs and Safet y Sta ndards Ac t F ie ld Opera ti ons H andbook -10/25/20 10 at 15fll (b). For a basic exampl e, if an emp loyer places $5,000 a year into a health plan for an employee, and the employee works a full time sc hedule of 2,080 hours, the credit is $2.40/h.r . Thus, the employer cam1ot say that the plan is only for public wo rk s, even if conhibutions are tied to pub li c hours. Examples Tllustrating the Use of Different Annual H ours . Suppose that an employer places $5 ,000 a year into a health p lan for an employee, and the employee works a fu ll time schedule of 2,080 homs on a combination of public a nd private work. In order to obtain an hourly c redit, the total contribution is divided b y the total hours worked. Thus, at these rates, the hourly contribut ion is $2.40 /lu. $5,000 /2080 = $2.40 Alternative ly, the wo rker may be a part tim e employee, and only slated to work 1600 h ours in the year. In that case, the employer may u se the employee's actual hours, with a resulting credit of $3 .1 3/hr. $5,000 I 1600 = $3.125 The use of a full year is not po ssible for all benefit calculation situations. In these cases, another period may be allowed if an employer uses a cons istent rate of contri bution into a bona fide benefit plan, but has di ffic ulty forecas tin g e ither the total worker hours or the total contributio ns for the year. Please cont act L&I regarding such situations. Special Provisions for Certain Defined Contribution Plans-"DOL Exception" For defined contribution pension plans that provide for a higher hourly rate of contr ibutions to be made for prevailing wage covered work than for non-covered work, the hi ghe r rate paid for covered work will be fu lly credited toward satisfaction of the required prevailing wage rate only if the plan prov ides for inunediate participation and an immediate or essentiall y immediate ve sting schedule (e.g., 100% vesting after an e mpl oyee works 500 or fewer hours). Fo r su ch plans the hourly rate of credit is arrived at by calculating the total contrib utions made on behalf of each worker during th e course of the public works project, and dividing that number by the number of hours worked by the same worker on the public works proj ect. This exemption mirrors an exemption provided by the U.S. DOL in its a dministrati on of the Davis-Bacon Ac t. TIMELY DEPOSIT OF CONTRIBUTIONS TO BENEFIT PLANS: Benefit pl an contributions must b e made on a regular basi s, and no less often than quarterly . PERIOD USED ("YEAR") FOR ANNUALIZATION PURPOSES: If yo ur plan does not s pecify a time frame to calc ul ate the credit toward the prevailing wage ra te, in most inst anc es L&I will use a cale ndar year. Otherwise, L&lmay look to t he time frame yo u use (e.g., a fi scal yea r, cal endar year , plan year, et c.). The period yo u adopt must be reasonably consistent over time . Public Works Act (Chapter 39.12 RCW) Ca l cu l ati on of U sua l Benefits 2 28 2.013 LAS • CONTACT L&l FOR ANSWERS TO YOUR PLAN-SPECIFIC QUESTIONS: If tlus explanation and the above examples do not cover your specific situation, please contact L&I for guidance on the appropriate calculation. P lease direct your questions to the Prevailing Wage Office at (360) 902-5335 or by e-mail at PWl @ Lni.wa.gov. How to Calculate Benefit Contributions Based on L&l's Annualization Policy Example: Health, Pension and Apprentice Contributions Calculation An employe r cont1·ibutes $10,000 towards a full-time employee's health care coverage from January 1, 2011 to December 31 , 2011. A full-time employee works a total of 2,080 hours in a fu ll -time year (52 weeks x 40 h ours a week). Calculation: $10 ,000 pai'd during t he year I 2 ,080 hours worked = $4.81 The amount to be reported for health coverage in this example is $4.81 per hour. If the employer contributed an equivalent amount to an employee's pension plan during the year (except those plans that meet the "DOL Exception" noted above), the same calculation method would be used to obtain the rate to report for pension benefits. Example: Vacation and Holidav Calculation An employee works a total of 1,750 hours in a year and receives 2 weeks (80 hours) of paid vacation time from January 1, 2011 , to December 31 , 2011. The total amount received in paid vacation is $1 ,050. Calculation: $1 ,050 total vacation pay I 1,750 total hours worked = $0.60 The amount to be reported for vacation in this example is $0.60 per hour. If the employee received paid holidays during the year, the same calculation method would be used to obtain the rate to report for the holiday pay. L&I will as sume 2,080 hours per year, per employee, in the absence of evidence to the contrary . If actual hours worked are substantially more than 2 ,080, or can be reasonably anticipated to be more th an 2,080, actual hours must be used for the calculation. If an employer calculates using less than 2,080 hours per employee per year, it must be able to document the reduced schedule which provides the basis for the calculation. Public Works Act (Chapter 39.12. RCW) Ca lcu l ation of Usual Benefits 2. 2.8 2.013 lAS SUMMARY • Employers must comply with a ll posting and employee notification requirements provided by appl icab le federal and state laws concerning usual benefits plans. Employers must also have and make available to L&J upon request, copies of all documents concerning usual benefits as identified in W AC 296-127-0 14 . See WAC 296-127- 01410 . • Usual benefits are credited on an hourly basis and are expected to accrue at a regular rate. Employers may not count benefits associated with public and private work as if they were only associated with public work projects. L&I will generally apportion or annualize benefit contribution or costs to all hours worked over the course of a year unless an employer provides an alternate schedule and can document actual hours worked. Certain defmed contribution pension plans (DOL . exception) do not need to meet this annualization requirement. • Benefit contributions must be deposited on at least a quarterly basis. • Basic Annuali zed Calculation Method: Divide the total yearly contributions made by the employer for each individual worker by 2,080 hours ( 40 hours per week X 52 weeks = 2,080 hours). • Generally a calendar year is used in calculating credits toward the prevailing wage rate, but there may be instances when calculations are appropriately based on a fiscal year or plan year. Pub l ic Works Act (Chapter 39 .12 RCW) Calculation of Usual Benefits 2 28 2013 LAS           City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    Appendix C – Standard Plans (City of Renton and WSDOT)  CURB LANE LANE LANE CURB LANE CENTER CENTER IN IN LANE LANE 10' 8 '(TYP.)-STRIPE 6"MIN.(TYP.) 24 8' (TYP.)-OPEN LANE ( TYP') LANE B"(TYP.)-STRIPE CONCRETE LINE LINE GUTTER TIREl I TIRE TIRE TIRE TRACKS TRACKS TRACKS TRACKS TYPICAL 4 -LANE ROADWAY CONFIGURATION NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. TY n + PUBLIC WORKS THERMOPLASTIC/PAINTED ROVE' P — 127 DEPARTMENT CROSSWALK M FNT o 4TE 16"WHITE THERMOPLASTIC THERMOPLASTIC/PAINTED STD. PLAN- 128 PUBLIC WORKS PARALLEL CROSSWALK APPROVED: cm)+DEPARTMENT 64 9 nems POLICYFORPAINTINGANDREPAINTINGSTEELBRIDGESMAINTAINEDBYTHEPUBLICWORKSDEPARTMENTPurpose:ThepurposeofthispolicyistoestablishastandardforpaintingandrepaintingsteelbridgesmaintainedbythePublicWorksDepartment.Thepaintsystemappliedtothesteelloadcarryingmembersofabridgesuperstructureprotectsthemfromcorrosion.Failureofthepaintsystemallowscorrosiontooccur.Corrosionresultsinsectionlossinthesteel.Sectionlossresultsinreducedloadcarryingcapacity.Properapplicationandmaintenanceofapaintsystemprotectsthesteelmembersandthuspreservestheloadcarryingcapacityofthesuperstructure.Havingonecolorstandardreducesthemaintenancematerialcostsfortouchingupdamagedareasofthepaintsystemandcoveringgraffiti.Definitions:Superstructure—Theportionofthebridgethatreceivestheliveloadsandcarriestheseloadstotheabutmentsand/orpiers.ApplicabilityofStandard:AllbridgeslocatedwithintheCitylimitsandthepublicright-of-way,openforautomobileusebythetravelingpublicandmaintainedbythePublicWorksDepartment.Standard:ThepaintsystemshallmeettherequirementsofthemostcurrenteditionoftheWashingtonStateDepartmentofTransportation(WSDOT)StandardSpecificationsforRoad,Bridge,andMunicipalConstructionandGeneralSpecialProvisions(asapplicable),adoptedbytheCityofRenton.ThespecificationsforpaintingrequirementsareinSections6-07and9-08.Thecolorofthetopcoat,whendry,shallmatchSAEAMS-STD-595Color26493orequivalent.Thiscolornumberspecifiesasemi-glosspaintfinish,predominategraycolorandatraceofblue(alightgray-bluecolor).AlternativestoStandard:AlternativestothisstandardmaybeproposedtothePublicWorksDepartmentAdministratorforreviewandapproval.Forconsideration,theproposalshalldemonstratethefollowing:1.Performance:proposedpaintequalsorexceedsprotectionlevelofthestandard.2.Availability:proposedpaintisreadilyavailablefrommultiplevendors.3.Cost:proposedpaintislowerorequivalentincostthanthestandard.4.Weathering:proposedpaintdoesnotfadeatafasterratethanthestandard.5.Procurement:proposedpaintcanbeprocuredwithFHWAfunding.6.Maintenance:identifysourceoffundsforalladditionalcostsassociatedwiththemaintenanceofthenon-standardpaintcolorincludingprocurementofadditionalpaintsuppliesandextracostsassociatedwithcolormatchingandallotherlogistics.POLICYFORPAINTTNGANDREPAINTINGSTD.PLAN-190PUBLICWORKSSTEELBRIDGESMAINTAINEDBYTHEAPPROV1.:DEPARTMENTPUBLICWORKSDEPARTMENT44441IfllfA-2.j2/2oIIIt’ NOTES: SECTION VIEW ISOMETRIC VIEW DRAINAGE GRATE TRIM GRATE FRAME FILTERED WATER SEDIMENT AND DEBRIS OVERFLOW BYPASS BELOW INLET GRATE DEVICE DRAINAGE GRATE RECTANGULAR GRATE SHOWN)RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE 1.PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2.INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3.THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4.SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5.THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6.THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8.ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 5" MAX. CATCH BASIN INSERT STD. PLAN - 216.30 PUBLIC WORKS DEPARTMENT APPROVED: DATEGreggZimmerman Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 9/28/2018 | 9:45 AM PDT   (EXI  (EXI  (EXI            City of Renton  Contract Provisions for  Bronson Way Bridge – Seismic Retrofit and Painting  ______________________________________________________________________________    Appendix D – Permits and Licenses  NOTICE TO ALL BIDDERS    On May 11, 2022, the City of Renton submitted an application for Hydraulic Project Approval  (HPA) with the Washington Department of Fish and Wildlife (WDFW) for the Project: Bronson  Way Bridge – Seismic Retrofit and Painting. Since the Work is being conducted over waters of the  state (i.e., Cedar River), a HPA is required from WDFW. No in‐water work is planned for or  included in this contract. Should a HPA be issued by WDFW prior to the date that bids are due to  the City of Renton, an addendum will be issued to include a copy of the HPA in this appendix.