HomeMy WebLinkAboutVolume 1 - Bronson Way Bridge CAG-22-062 - Bid Ad (5-17-22)General Bid InformaƟon: Builders Exchange of Washington, Inc.
(425) 258‐1303
City Contact: Derek Akesson, PE
(425) 430‐7337
Consultant Contact: Craig Mallow, PE
(360) 867‐9284
Award Amount: _____________________
Award Date: _____________________
Award To: _____________________
_____________________
_____________________
Contract No.: CAG‐22‐062
Bronson Way Bridge ‐ Seismic Retrofit and PainƟng
Contract Provisions
SubmiƩed by:
Volume 1 of 2
State Funding Number: HLP‐0900(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:
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
______________________________________________________________________________
III. PROJECT PROPOSAL
BID SUMMARY
Project Name: Bronson Way Bridge – Seismic Retrofit and Painting
State Funding Number: HLP‐0900(031)
City Project Number: TED4004020
City Contract Number: CAG‐22‐062
Company:
Address:
Telephone Number:
E‐mail Address:
Total Bid Amount:
$
Bronson Way Bridge – Seismic Retrofit and Painting Proposal Cover Page
TED4004020 Page 1 of 1 2022
PROPOSAL COVER PAGE
Bronson Way Bridge – Seismic Retrofit and Painting
TO THE CITY OF RENTON
RENTON, WASHINGTON
Ladies and/or Gentlemen:
The undersigned (Bidder) hereby certify that the Bidder has examined the location and
construction details of the proposed work, has read and thoroughly understands the Contract
Documents governing the work, and the nature of the work, and the method by which
payment will be made for said work. Bidder hereby proposes to undertake and complete the
work detailed in and in accordance with these Contract Documents, for the Total Bid Amount
shown on the attached Schedule of Prices.
The Bidder understands that the quantities mentioned herein are approximate only and are
subject to increase or decrease, and hereby proposes to perform all quantities of work as either
increased or decreased in accordance with the Contract Documents.
As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the
form of (check one) bid bond, or cashier's check (made payable to the City of Renton), or
postal money order (made payable to the City of Renton), in an amount equal to five percent
(5%) of the Total Bid Amount, is attached hereto.
If a bid bond is signed by an attorney‐in‐fact, Bidder agrees that 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.
Bidder understands that Contract Award or Bid rejection will occur within 45 calendar days after
the opening of bids, as specified in Section 1‐03.2 of the Standard Specifications.
Bidder further understands that should Bidder fail to enter into this contract in accordance with
his or her Bid and furnish a contract bond within a period of ten (10) days from the date at which
he or she is notified that he or she is the successful bidder, the Bid Proposal Deposit shall be
forfeited to the City of Renton, as set forth in RCW 35A.40.200 and RCW 35.23.352
Bidder hereby agrees to complete the Physical Work in all respects within 60 working days.
Contract time shall begin on the first working day following the Notice to Proceed date.
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
1 STRUCTURE SURVEYING 1‐05 L.S. 1
2 SPCC PLAN 1‐07 L.S. 1
3NO TRESPASSING SIGN 1‐07 EACH 6
4HEALTH AND SAFETY PLAN 1‐07 L.S. 1
5 FA‐SITE CLEANUP OF BIO. AND PHYSICAL
HAZARDS 1‐07 EST. 1 5,000.00 5,000.00
6 MOBILIZATION 1‐09 L.S. 1
7PROJECT TEMPORARY TRAFFIC CONTROL 1‐10 L.S. 1
8FLAGGERS 1‐10 HR 480
9OTHER TRAFFIC CONTROL LABOR 1‐10 HR 480
10 CONSTRUCTION SIGNS CLASS A1‐10 S.F. 1,034
11 SEQUENTIAL ARROW SIGN 1‐10 HR 7,392
12 PORTABLE CHANGEABLE MESSAGE SIGN 1‐10 HR 8,064
13 ROADSIDE CLEANUP 2‐01 EST. 1 5,000.00 5,000.00
14 REMOVING PORTION OF EXISTING BRIDGE 2‐02 L.S. 1
15 SEALING EXISTING LONGITUDINAL AND
TRANSVERSE JOINT 5‐03 L.F. 65
16 HMA SAWCUT AND SEAL 5‐03 L.F. 402
SCHEDULE OF PRICES
Bronson Way Bridge ‐ Seismic Retrofit and Painting
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in
dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures
in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total
amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
Bronson Way Bridge ‐ Seismic Retrofit and Painting
TED4004020 Page 1 of 4
Schedule of Prices
2022
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
SCHEDULE OF PRICES
Bronson Way Bridge ‐ Seismic Retrofit and Painting
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in
dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures
in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total
amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
17 PAVED PANEL JOINT SEAL 5‐03 L.F. 170
18 HMA CL. 1/2 IN. PG 58H‐22 5‐04 TON 111
19 JOB MIX COMPLIANCE PRICE ADJUSTMENT 5‐04 CALC. 1 1.00 1.00
20 COMPACTION PRICE ADJUSTMENT 5‐04 CALC. 1 1.00 1.00
21 ASPHALT COST PRICE ADJUSTMENT 5‐04 CALC 1 1.00 1.00
22 WORK ACCESS ‐ BEARINGS 6‐01 L.S. 1
23 BRIDGE JACKING 6‐01 L.S. 1
24 CONC. CLASS 4000 FOR BRIDGE 6‐02 C.Y. 4
25 PRECAST BEARING PEDESTAL 6‐02 EACH 4
26 ST. REINF. BAR FOR BRIDGE 6‐02 LB. 1,910
27 DEFICIENT STRENGTH CONC. PRICE
ADJUSTMENT 6‐02 CALC 1 1.00 1.00
28 EXPANSION JOINT MODIFICATION ‐
BRIDGE DECK 6‐02 L.F. 115
29 EXPANSION JOINT MODIFICATION ‐
BRIDGE SIDEWALK 6‐02 L.F. 24
30 ELASTOMERIC PAD ‐ SUPERSTR. 6‐02 EACH 4
31 MODIFY BRIDGE DRAIN ‐ ROADWAY 6‐02 EACH 4
32 MODIFY BRIDGE DRAIN ‐ SIDEWALK 6‐02 EACH 4
Bronson Way Bridge ‐ Seismic Retrofit and Painting
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Schedule of Prices
2022
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
SCHEDULE OF PRICES
Bronson Way Bridge ‐ Seismic Retrofit and Painting
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in
dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures
in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total
amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
33 CLEANING AND PAINTING 6‐07 L.S. 1
34 SEALING AND CAULKING PACK RUST 6‐07 L.F. 500
35 CONTAINMENT OF ABRASIVES 6‐07 L.S. 1
36 TESTING AND DISPOSAL OF CONTAINMENT
WASTE 6‐07 EST. 1 50,000.00 50,000.00
37 REMOVING EXISTING OVERLAY FROM
BRIDGE DECK 6‐08 S.Y. 1,174
38 BRIDGE DECK REPAIR 6‐08 EST. 1 16,000.00 16,000.00
39 WATERPROOF MEMBRANE BR. NO.
RENTON‐42 6‐08 S.Y. 973
40 EROSION/WATER POLLUTION CONTROL 8‐01 EST. 1 20,000.00 20,000.00
41 INLET PROTECTION 8‐01 EACH 16
42 STREET CLEANING 8‐01 HR 16
43 WATTLE 8‐01 L.F. 100
44 HIGH VISIBILITY FENCE 8‐01 L.F. 100
45 CURB REPAIR 8‐05 L.F. 40
46 CONCRETE REPAIR 8‐05 EST. 1 31,000.00 31,000.00
47 PLASTIC STOP LINE 8‐22 L.F. 11
48 PLASTIC TRAFFIC ARROW 8‐22 EACH 3
Bronson Way Bridge ‐ Seismic Retrofit and Painting
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Schedule of Prices
2022
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
SCHEDULE OF PRICES
Bronson Way Bridge ‐ Seismic Retrofit and Painting
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in
dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures
in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total
amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
49 PROFILED PLASTIC LINE 8‐22 L.F. 1,100
50 TEMPORARY FENCING 8‐26 L.F. 104
51 SITE SECURITY 8‐27 L.S. 1
TOTAL BID AMOUNT =
*NOTE: All applicable sales tax shall be included in the unit and lump sum bid price per section 1‐07.2(1) and WAC 458‐20‐171.
Bronson Way Bridge ‐ Seismic Retrofit and Painting
TED4004020 Page 4 of 4
Schedule of Prices
2022
Bronson Way Bridge – Seismic Retrofit and Painting Local Agency Non‐Collusion Declaration
TED4004020 Page 1 of 1 2022
Bronson Way Bridge – Seismic Retrofit and Painting Local Agency Subcontractor List
TED4004020 Page 1 of 1 2022
Bronson Way Bridge – Seismic Retrofit and Painting Proposal For Incorporating Recycled Materials
TED4004020 Page 1 of 1 2022
Bronson Way Bridge – Seismic Retrofit and Painting Contractor Certification, Wage Law Compliance
TED4004020 Page 1 of 1 2022
Bronson Way Bridge – Seismic Retrofit and Painting Proposal Signature Page
TED4004020 Page 1 of 2 2022
PROPOSAL SIGNATURE PAGE
Bronson Way Bridge – Seismic Retrofit and Painting
By signing below, Bidder acknowledges receipt and understanding of the following Addenda to
the Bid Documents:
Addendum No. Date of Receipt Addendum No. Date of Receipt
1
3
2
4
NOTE: A Proposal may be considered irregular and may be rejected if the receipt of Addenda is not acknowledged.
The bidder is hereby advised that by signature of this proposal he/she is deemed to have
acknowledged all requirements and signed all certificates contained herein.
[Signature of Authorized Official] * [Business Name]
[Printed Name] [Address Line 1]
[Title] [Address Line 2]
[Date] [Telephone Number]
* NOTE: Evidence of the 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.
NOTE: The address and phone number listed above will be used for all communications regarding this proposal.
Type of business entity (e.g. corporation, partnership, etc.):
State of Incorporation, or State where business entity was formed:
Bronson Way Bridge – Seismic Retrofit and Painting Proposal Signature Page
TED4004020 Page 2 of 2 2022
WA State Contractor’s Registration #
UBI #
Industrial Insurance Account #
Employment Security Department #
State Excise Tax Registration #
DUNS #
N/A
The Surety Company which will furnish the required Contract Bond is
[Surety] [Address Line 1]
[Telephone Number] [Address Line 2]
Bronson Way Bridge – Seismic Retrofit and Painting Proposal Bid Bond to the City of Renton
TED4004020 Page 1 of 2 2022
PROPOSAL BID BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS, That we, [Bidder] _________________________________
of [address] ______________________________________________________ as Principal, and
[Surety] _________________________________________ a corporation organized and existing
under the laws of the State of ________________________ as a surety corporation, and qualified
under the laws of the State of Washington to become surety upon bonds of contractors with
municipal corporations, as Surety, are jointly and severally held and firmly bound unto the City
of Renton in the full sum of five (5) percent of the total bid amount of the proposal of said
Principal for the work hereinafter described, for the payment of which, well and truly to be made,
we bind ourselves and our heirs, executors, administrators and assigns, and successors and
assigns, jointly and severally, firmly by these presents.
The condition of the bond is such, that whereas the Principal herein is herewith submitting
his/her or its sealed proposal for the following public works construction project, to wit:
Bronson Way Bridge – Seismic Retrofit and Painting
said bid and proposal, by reference thereto, being made a part hereof.
NOW, THEREFORE, If the said proposal bid by said Principal be accepted, and the contract be
awarded to said Principal, and if said Principal shall duly make and enter into and execute said
contract and shall furnish contract bond as required by the City of Renton within a period of ten
(10) days from and after said award, exclusive of the day of such award, then this obligation shall
be null and void, otherwise it shall remain and be in full force and effect.
IN THE EVENT, the Principal, following award, fails to execute an Agreement with the City of
Renton in accordance with the terms of the Proposal and furnish a contract bond with Surety or
Sureties approved by the City of Renton within ten (10) days from and after said award, then
Principal shall forfeit the Bid Bond/Bid Proposal Deposit or Surety shall immediately pay and
forfeit to the City of Renton the amount of the Proposal Bid Bond, as set forth in RCW 35A.40.200
and RCW 35.23.352.
This Proposal Bid Bond shall be governed and construed by the laws of the State of Washington,
and venue shall be in King County, Washington.
IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be signed and
sealed this ________ day of ____________________, 20______.
Bronson Way Bridge – Seismic Retrofit and Painting Proposal Bid Bond to the City of Renton
TED4004020 Page 2 of 2 2022
PRINCIPAL SURETY
[Principal] [Surety]
[Signature of Authorized Official] [Signature of Authorized Official]
[Printed Name] [Printed Name]
[Title] [Title]
[Date] [Date]
Name and address of local office of
Agent and/or Surety Company:
Telephone:
Surety WAOIC #
Surety NAIC #
City of Renton
Contract Provisions for
Bronson Way Bridge – Seismic Retrofit and Painting
______________________________________________________________________________
IV. AGREEMENT FORMS
Bronson Way Bridge – Seismic Retrofit and Painting Agreement
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AGREEMENT
CONTRACT NO. CAG‐22‐062
THIS AGREEMENT, made and entered into this ________ day of ________________, ________
by and between the CITY OF RENTON, a municipal corporation of the State of Washington,
hereinafter referred to as “City” and _______________________________________________,
hereinafter referred to as “Contractor.”
WITNESSETH: That in consideration of the terms and conditions contained herein and attached
and made a part of this agreement, the parties hereto covenant and agree as follows:
1. The Contractor shall do all work and furnish all tools, materials, and equipment for:
Bronson Way Bridge – Seismic Retrofit and Painting in accordance with and as described in
the attached plans and specifications, and the 2022 Standard Specifications for Road, Bridge,
and Municipal Construction, as prepared by the Washington State Department of
Transportation (WSDOT) and the Washington State Chapter of the American Public Works
Association (APWA) which are by this reference incorporated herein and made part hereof
and, shall perform any changes in the work in accord with the Contract Documents.
The Contractor shall provide and bear the expense of all equipment, work and labor, of any
sort whatsoever that may be required for the transfer of materials and for constructing and
completing the work provided for in these Contract Documents except those items
mentioned therein to be furnished by the City.
2. The City hereby promises and agrees with the Contractor to employ, and does employ the
Contractor to provide the materials and to do and cause to be done the above described work
and to complete and furnish the same in accord with the attached plans and specifications
and the terms and conditions herein contained and hereby contracts to pay for the same
according to the attached specifications and the schedule of unit or itemized prices at the
time and in the manner and upon the conditions provided for in this contract
The sum total of all progress payments is not to exceed the Total Bid Amount listed in the
Schedule of Prices incorporated into this contract, unless the Total Bid Amount is amended
by change order(s) prepared and executed in accordance with these Contract Documents.
3. The Contractor for himself/herself, and for his/her heirs, executors, administrators,
successors, and assigns, does hereby agree to full performance of all covenants required of
the Contractor in the contract.
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4. It is further provided that no liability shall attach to the City by reason of entering into this
contract, except as provided herein.
5. In the event litigation is commenced to enforce this contract, the prevailing party shall be
entitled to recover its costs, including reasonable attorney’s and expert witness fees.
6. This contract is executed in two (2) identical counterparts, by the parties, each of which shall
for all purposes be deemed and original.
IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first
below written and the Mayor has caused this instrument to be executed by and in the name of
the City of Renton the day and year first above written.
CONTRACTOR CITY OF RENTON
[Signature of Authorized Official] * Armondo Pavone, Mayor
[Title] ATTEST
[Business Name] Jason Seth, City Clerk
[Date]
* NOTE: Evidence of the signatory’s authority to sign the Agreement on behalf of the business entity shall be
submitted.
CONTRACTOR ADDRESS FOR GIVING NOTICES CITY OF RENTON ADDRESS FOR GIVING NOTICES
Transportation Systems Division
Renton City Hall – 5th Floor
1055 South Grady Way
Renton, WA 98057
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CONTRACT BOND TO THE CITY OF RENTON
Bond No. ________________
KNOW ALL MEN BY THESE PRESENTS, That we, (CONTRACTOR/PRINCIPAL) ______________________
of [address]________________________________________________ as PRINCIPAL , and
(SURETY)_________________________________________ a corporation organized and existing under
the laws of the State of ________________________ as a SURETY corporation, and qualified under the
laws of the State of Washington to become SURETY upon bonds of contractors with municipal
corporations, as SURETY , are jointly and severally held and firmly bound to the City of Renton
(CITY/OWNER) in the sum of________________________________________________ US Dollars
($________________________) Total Contract Amount, for the payment of which sum on demand we
bind ourselves and our heirs, successors, assigns, executors, administrators and personal
representatives, as the case may be. This obligation is entered into pursuant to the laws of the State of
Washington and the ordinances of the City of Renton.
Dated at _____________, Washington, this ________ day of ____________________, 20______.
NOW, THEREFORE THE CONDITIONS OF THE ABOVE OBLIGATION ARE AS FOLLOWS:
WHEREAS, under and pursuant to Contract No. CAG‐22‐062 providing for construction of the Project:
Bronson Way Bridge – Seismic Retrofit and Painting___________; the PRINCIPAL has accepted, or is
about to accept, the Contract, and undertake to perform the Work therein provided for in the manner
and within the time set forth.
The SURETY indemnifies, defends, and protects and holds the CITY/OWNER, its officers, agents, and
assigns harmless from and against all claims, liabilities, causes of action, damages, and costs for such
payments for labor, equipment, and materials by satisfying all claims and demands incurred under
the Contract, and reimbursing and paying CITY/OWNER all expenses that CITY/OWNER may incur in
making good any default by PRINCIPAL; and, against any claim of direct or indirect loss resulting from
the failure of the PRINCIPAL, its heirs, executors, administrators, successors, or assigns, (or the
subcontractors or lower tier subcontractors of the PRINCIPAL) to pay all laborers, mechanics,
subcontractors, lower tier subcontractors material persons, and all persons who shall supply such
contractor or subcontractors with provisions and supplies for the carrying on of such work; and,
against any claim of direct or indirect loss resulting from the failure of the PRINCIPAL, its heirs,
executors, administrators, successors, or assigns (or any of the employees, subcontractors, or lower
tier subcontractors of the PRINCIPAL) to faithfully perform the Contract.
• The indemnities to CITY/OWNER shall also inure to the benefit of the Consulting Engineers and other
design professionals retained by OWNER in connection with the Project.
• No change, extension of time, alteration, or addition to the terms of the Contract or to the Work to
be performed under the Contract shall in any way affect SURETY 's obligation on the Contract Bond.
SURETY , for value received, hereby waives notice of any change, extension of time, alteration, or
addition to the terms of the Contract or the Work to be performed thereunder and agrees that
modifications and changes to the terms and conditions of the Contract that increase the total amount
to be paid the PRINCIPAL shall automatically increase the obligation of the SURETY on this Contract
Bond and notice to SURETY is not required for such increased obligation.
This Contract Bond shall be governed and construed by the laws of the State of Washington, and
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venue shall be in King County, Washington.
FURTHERMORE, this Contract Bond shall be satisfied and released only upon the conditions that
PRINCIPAL or SURETY:
Faithfully performs all provisions of the Contract and changes authorized by CITY/OWNER in the
manner and within the time specified as may be extended under the Contract;
Pay, in accordance with Chapters 39.08, 39.12 and 60.28 Revised Code of Washington (RCW), the
sums due all workers, laborers, mechanics, subcontractors, lower tier subcontractors, material
suppliers, and all other persons or agents who supply labor, equipment, or materials for carrying on
of such work under the Contract;
Pay all taxes, increases and penalties, if any, incurred on or related to the Contract under Titles 50 and
51 Revised Code of Washington (RCW) and any and all taxes imposed on the Principle under Title 82
RCW or any other law;
Receives a written discharge/release of bond from CITY, signed by the Mayor or by a duly authorized
representative of CITY.
This Contract Bond shall be executed in two (2) original counterparts, and shall be signed by the parties’
duly authorized officers. This Contract Bond will only be accepted if is accompanied by a fully executed
and original power of attorney for the office executing on behalf of the SURETY.
PRINCIPAL SURETY
[PRINCIPAL] [SURETY]
[Signature of Authorized Official] [Signature of Authorized Official]
[Printed Name] [Printed Name]
[Title] [Title]
[Date] [Date]
Name and address of local office of
Agent and/or SURETY Company:
Telephone:
Bronson Way Bridge – Seismic Retrofit and Painting Fair Practices and Non‐Discrimination Declaration
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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
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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
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Standard Plans .............................................................................................................. 105
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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.
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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.
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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”.
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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.
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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.
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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).
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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;
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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.
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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;
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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.
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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.
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(******)
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
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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
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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.
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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.
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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:
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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
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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
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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.
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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.
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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)
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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.
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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.
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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
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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.
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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.
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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.
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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
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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.
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"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
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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)
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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).
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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.
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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
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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
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$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.
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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.
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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.
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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.
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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.
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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)
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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.
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(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:
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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:
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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.
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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.
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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:
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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
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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
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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.
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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
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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
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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.
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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.
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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.
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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
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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.
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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.
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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
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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.
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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
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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.
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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:
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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
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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.
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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
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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
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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
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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.
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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:
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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.
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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
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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.
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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.
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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
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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.
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“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).
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“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.
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“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
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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
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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:
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• 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
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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
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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
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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
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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
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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.
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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
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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.
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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
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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
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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
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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,
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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.
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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)
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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
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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.
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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
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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,
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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.
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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.
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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
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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)
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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.
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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
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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.
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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
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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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VISUAL FRACTURE CRITICAL
INSPECTION REPORT
Bridge Name:BRONSON WAY 9/10/2020
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
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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
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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
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Project: Bronson Way Bridge
Designed By: MJS
File:
Date:
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≔=+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
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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
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≔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
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≔=∑
=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:
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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.
≔⎛⎝,,⎞⎠‖
‖
‖
‖
‖
‖
‖
‖
‖
‖
‖
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←0 ⋅0
←1
←-rows ⎛⎝⎞⎠1
for ∊
|
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‥1
‖
‖‖
←+
-1 -1
for ∊
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‥0
‖
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‖
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←∑
=0
⎛
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜⎝
‖
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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
‖
‖
‖
‖
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‖
‖
‖
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‖
‖
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←0 1
←1
for ∊
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‥0
‖
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‖
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‖
‖
‖
‖
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←∑
=0
⎛
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜
⎜⎝
‖
‖
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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
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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
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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
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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
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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
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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
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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
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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 ⎛⎝⎞⎠
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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
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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
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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.
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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.
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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.
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(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.]
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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.
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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.
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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.
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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.
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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.
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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.
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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
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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).
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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.
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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
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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
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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
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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
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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.
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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.