Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CAG-20-065 - Duvall - A82 - Cement Conc. Sidewalk
Washington State 1/ Department of Transportation Request for Approval of Material Contract FA Number SR Date CAG 20-065 2/28/2022 Section County Duvall Avenue NE Contractor Subcontractor Reed Trucking & Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing, see Instructions and Example RAM# 095 Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A-82-83 Detectable Warning Pattern Armor Tile 8-14.3(5) 3 Project Engineer Date State Materials Engineer Date 8/31/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2.Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3O. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ®Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8.Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution [A Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer 0 State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 Armor Tile-ADA Truncated Domes-Products Armor-Tile Ip SETTING THE STANDARD FOR QUALITY & DURABILITY IN Tactile Systems DETECTABLE WARNING SURFACE Cast In Place Systems . / ,.\\ wI ■ Home Products ,< - Product Photos Colors Available • • Cast In Place System • Herculite Series `�.�; Replaceable Cast in • `. • �a Place �. . Surface Applied r 4.4-. �_ + 1 Federal Yellow Ochre Yellow Brick Red System - • 4 � (Federal Color (Federal Color (Federal Color • Modular Paver System ' w. -aft& 40 No.33538) No.23594) No.22144) . Detectable Guidance System ifilii �� • Detectable Directional :.i , - System Colonial Red Ocean Blue Onyx Black T (Federal Color (Federal Color (Federal Color Q Projects -' No.20109) No. 15187) No. 17038) • ADA Regulations • Product Support `� ' 00 100\P•- Contact Dark Gray Light Gray Pearl White — :' (Federal Color (Federal Color (Federal Color dif IN- Request a Quote No. 36118) No.26280) No. 37875) • FAQs • n Place Videos Detailed Cast In Place A.u—_ Drawings To download files right click and select Save Target As _` 1 Part Number/ Adobe Autocad CAD 7�'. Tile Size Reader (Zipped) Detail , Il r ADA-C-1212 FUF110 r ADA-C-1212S �i 12"x12" ADA-C-2424 FC.F -. ..,,Z ADA-C-2424S cilp 0 _i k to View 24"x24" rmmmll ADA-C-2436 FUF ra ADA-C-2436S ! �E1 24"x36" LLLL�� ADA-C-2448 FT F 121 ADA-C-24485 Clip �� 24"x48" ADA-C-2460 FOF rn ADA-C-2460S 0 �� 24"x60" CLLL�� ADA-C-3648 FDF �a ADA-C-3648S 36"x48" NM Armor Tile-ADA Truncated Domes-Products Armor-Tile 1 pi Ilk Click to View ADA-C-3660 PDF ADA-C-3660S g 36"x60" Rdoba Features: • lowest cost installation system Cast In Place Specifications available • certified to meet ADA and State Cast in Place ADA Compliant F F ,,] requirements Specification Including Installation FA Instructions-PDF • integral embedment flanges are the complete anchoring system F`'F ji Advanced Warning Strip-PDF F • sustains dynamic vehicle r� loading, AASHTO HS20-44 wheel load test Cast In Place Installation • easily cut to conform to angled and radius ramps Instructions • sizes available; 12"x12", 24"x24", Detailed Installation Instructions PDF F DF 24"x36", 24"x48", 24"x60", r. i 36"x48", 36"x60" • nine (9) standard colors Printable Illustrated Installation FDF available with Federal Color Instructions-ea Fite, identification Spanish Printable Illustrated FL • advanced warning strip - 3" x Installation Instructions-per K. 48", used to create a color — — contrast around perimeter Illustrated Installation Instructions . 1 4, Cast In Place Radius Installation Video Advantage Cast In Place Tactile Warnina 1! System .iP SUBMITTAL REVIEW °I X No Exceptions Taken Make Corrections Noted Home Products Projects ADA Regulations Amend & Resubmit Support contact FAQs site map Rejected-See Remarks IMPORTANT NOTICE: This review does not relieve contractor from his responsibility to comply&conform with the Plans, Specification, and Contract Documents. Gray 8z Osborne, Lr c. CONSULTING ENGINEERS By: DRS Date: 8/31/22 Www.Armor-TIIe.COM 48.000" 1.050" 28 DOMES 0 1.670" 0/C 1.050" 3.00" 14 SPACES OUT TO OUT 0 3.00' 0/C 3.00' �BNCIN88RZD PLASTICS ,n ©2006 ENGINEERED PLASTICS DETAIL-1 CONFIDENTIAL AND PROPRIETARY DOCUMENT N r- '/ 0.625"TYP. ANY ONE OR MORE OF THE FOLLOWING PATENTS MAY APPLY r 14 A U.S.PATENT NO.5,303,669,5,775,835. •0000000000000000"00000000000000 C.D.N. PANT NO.O.82,0322 BS U \ _ op0'0000000000O000O00oO "00@C)o0"00000 ::: :: :: :: :: :: :: C.D.N.PATENTNDING. 2,032,532,2,070,984 p - 000000000000000000000000000 --::-: -: _::_ - _ _ _ _ _::*::- +::_ - - US PATENTSE.SZEK 00000000000000000000000000000 �KENNEIFI E.SZEKELY o :: :: t MATERIAL LIST ,� 0®o00000000®@0000000®000@000 � o �n ` o000000000000000000000000000 °O # DESCRIPTION PART No: CITY N OO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OO w. ® 0 0 0 0 O 0 O 0 0 000 0 O 0 0 0 0 0 O 0 O 0 0 0 O O 0 o _ _ _ _ _ _ _ _ _ :: ::-::+::-::_:::. I ARMOR-TILE ADA-0-2448-^ 1 ,a N CA B 0000000000000000000000000000 B M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0" O too@000000®o®0000000o®00oo0o0S a0 0000000000000000000000000®@® _ _ _ _ _ _ _ _ _ _ _ - 0o0®O000®00000000000®0®®®®4@ ••COLOR CODE 0000000000000000000000000000 •• •• •• •: ••. •• :.. .. :: ••• YELLOW (YW), RED (RD), BLACK OK), :: :: :: DARK GREY(DG), UGHT GREY(LG), 4 A n r " 0.625" 0.625' WHITE(WH), OCRE YELLOW(OC)), REFLECTED PLAN 1 =1 L), COLONIAL RED (CR) N PLAN (1 =1 r-Orr\ 0.625" DIA. HOLES THROUGH CUSTOM COLORS AVAILABLE N EMBEDMENT FLANGES 0.1875" DIA. x 0.0625" HIGH INTERNAL EMBEDMENT - MICRO-TEXTURE UNDERSIDE OF TILE FLANGE 15 PER TILE N 1.2625" 1.670" TYP. 1.670" TYP. 1.2625" " 1.050" 1.670" TYP. No: DATE REVISION APPR. co 6 r ci - - 00000 0 0000000000000 - ��� 00000rr0000000000000 sc.• 00000 000000000 000 N 0000 0000 0 00 0.1875" DI& VENT 0 0 0 0 0 0 0 0 ' K.S. 08/90 HOLE (ONE PER 0 0 0.1875" 0.625" HOLE THROUGH EMBEDMENT / „ o„O 0 0 •o 0 ORM -FLANGES AS SHOWN IN REFLECTED =-oo• 0 oo0 0s D.G. 2/22/2006 PLAN CENTERED TYP. CELL EACH SIDE) 0 o00 O O O °n° ci corn SECTION A-A(1"=2") o o o \ �,,- 00000 o r 90 POINTS a 0000 0000000 00 . - 0.1875" DIA. VENT 0000 000000000 O O O DETECTABLE WARNING SURFACE ADA-C-2448-"" 1.050" 1.670' TYP. 0.045" HIGH 1.670" TYP. 1.050" 000 000000000000000 NOW 20 - HOLE (ONE PER O. O VITRIFIED POLYMER COMPOSITE CELL EACH SIDE) ^� 00 00 000000000 000 SLAM o N 00 O 0000000 00 OOO 00000 • -N o Armor-Tile'ADA f \ SOUND AMPLIFYING DETECTABLE/TACTILE _ _ r�� O O 00 O O O •000• WARNING SURFACE TILE • - W O O 000 O O 000 Nona C1 O(t J 000 O N Armor-Tile' co 0.09375" 0.09375' NOTE: o DETECTABLE/TACTILE 0.1875" 3.00" TYP. 3.00" WARNING SURFACE TILE 0.625" DIA. HOLE INTERNAL EMBEDMENT FLANGE NOTE:OPTIONAL 0.09375" 0.09375" FIELD LEVEL 24" x 48" CAST IN PLACE 3.00" EMBEDMENT FLANGES MICRO-TEXTURE INLINE DOME TACTILE TILE AS SHOWN IN 0 3" 0/C (SEE PLAN FOR SOUND AMPLIFYING 41 POINTS PER PLANS AND DETAILS REFLECTED PLAN ORIENTATION) " " PLATE ADDED BY DETAIL-1(FULL) SQUARE INCH .. rev.ft SECTION B-B(1 =2 ) MANUFACTURER ADA-C-2448 0 Washington State VI/ Department of Transportation Qualified Product List Product Information Manufacturer : Engineered Plastics, Inc., Williamsville - NY Product Name : Armor-Tile Cast in Place Standard Spec : 8-14.3(5) , Detectable Warning Surface Product Description : Detectable warning pattern; To be placed in fresh concrete; See Std Plan F-45.10 for futher details Product Restriction : Shall be used in fresh concrete only. Acceptance Code : 3106 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL, and conforms to the dimensions as shown in the Contract Plans. If the detectable warning panel is steel and the Contract contains a Buy America clause the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor. Last Updated : Dec 9, 2016 Contractors with WSDOT Click here for Contractor Product Info Page ir-TWashington ip Department off Transportation Request for Approval of heterlal Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 7/19/2022 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor This form shall be completed prior to submittal.If this form is not compete at time of submittal it may For WSDOT Use Only • be returned for information that was omitted. RAM# 084C PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A73 WP40003 Cadman 1,2 A74-A77 A82-A84 Project Engineer/Representative Date State Materials Engineer/Representative Date 7/19/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory (T),Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project. 0 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11, Miscellaneous Acceptance Criteria. Remarks (PE): Mfr.Cert.of Compliance shall show cement mill test report number and admixture product&dosage. Remarks (HO): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor Region Operations Engineer Fabrication Inspection El Region Materials State Materials Lab-MS 47365 Depoilinert ThErtspartaikero Concrete Mix Design Contractor Submitted By I Date Concrete Services Inc. Char I 03/012022 _ Concrete Supplier Plant Location J Cadman Inc. Issaquah(51) Contract Number Contract Name Duvall Ave NE Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: 4000 Remarks: WSDOT Class 4000 Air 4„+/_ 1"Slump 6%,+/- 1 5% Air Mix Design No. WP40003 Plant No. 51 Cementitious Source Plant Type, Class or Grade Sp. Gr. Lbs/cy Materials Cement Lehigh J / Delta, B.C. ASTM C 595 Type IL(15) v 3.15 470 Fly Ash a Boundary Dam Calgary,A.B. ® F ❑ C Alkali % 2.56 94 GGBFS (Slag)a ❑ 100 ❑ 120 V Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 J 0.25-10- Water-Reducing Type A n Master Builders MasterPozzolith 80 1-40 Water-Reducing, High Range Type F 1-1 MasterBuilders MasterGleniutn 7500� 1-50 0 Water(Maximum) 245 Ibs/cy Is any of the water Recycled or Reclaimed? ❑Yesd ® No Water Cementitious Ratio(Maximum) 0.43 Mix Design Density(pcf) 145.6 Design Performance(Attach Test Data) Average 28-day compressive strength (psi) 6060 11 Average 14-day flexural strength (psi) (Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) 0.022 ®Water Soluble 0 Acid Soluble Agency Use Only(Check appropirate Box) This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above 0 This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: ` 7/19/2022 PE Signature Date DOT Form 350-040 EF Distribution: Original- Contractor Revised 05/2014 Copies To- State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector Mix Design No. WP40003 Plant No. 51 Aggregate Gradation ® AASHTO ❑ Combined Nominal Maximum Size (In) 1 V Aggregates 1 / 2 / 3 4 5 Total WSDOT Source No.b CA7 V A189 v A189 Source Expiration Date b 12/12/24 01/23/24 01/23/24 ASR Expansion (%)b ® 14 Day ❑ 1 Year 0.16% 0.36% 0.36% Is ASR Mitigation Required? No Yes Yes Stock Pile Grading c Class 2 AASHTO57AASHTO 8 Percent of Total Aggregate 41 43 16 Specific Gravity (SSD) 2.65 2.73 2.72 Lbs/cy(ssd) 1253 1376 495 Include Percent Passing for each aggregate component. Include Total Percent Passing Total only for Combined Gradations. 2 inch 100 100 100 1-1/2 inch 100 100J 100 1 inch 100 100 V 100 3/4 inch 100 90.3 100 1/2 inch 100 35.9✓ 100 ✓ 3/8 inch 100 1 6.80 94.9 J No. 4 99.1 ✓ 0.50 12.3 1 No. 8 89.1 0.20 J 1.10 No. 16 70.2 ✓ 0.20 0.30 ✓ No. 30 46.5 0.20 0.30 No. 50 15.6 1 0.20 0.30 No. 100 3.60 V 0.20 0.30 No. 200 1.10 0.00 0.10 Fineness Modulus: 2.76 L(Requiresd for Class __S�appd� Proposed ASR Mitigation Method ThP usc,of Low Alkali cemQgt_ Alt Method, see test result from ASTM C1567 ) Notes: v ) a Fly ash or GGBFS is required for Class 4000D and 4000P mixes. ��' b Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0.20%. No mitigation is required if the 1-year expansion is 0.04%or less. Proposed mitigation methods for 14-day expansions greater than 0.45%require ASTM C 1567 tests proving that the method is effective. See WSDOT Standard Specification 9-03.1. c Stockpile gradation:AASHTO No.467, 57, 67, 7, 8;WSDOT Class 1, Class 2; or combined gradation stockpile sizes. See WSDOT Standard Specification 9-03.1. d Attach test results indicating conformance to Standard Specification 9-25.1. DOT Form 350-040 EF Revised 05/2014 LEHIGH r1EIDELBERGCEMENTGroup Lehigh Northwest Technical Services Report Number : C-17298 5225 E.Marginal Way South Date Cast : 06/17/20 Seattle,WA 98134 Customer: Cadman Inc. Phone.(206)763-2525 Mix # WP40003 F'c: 4000 PSI @ 28 Days 1 Cu.Yd. Specific Absolute Aggregate Batch Size Aggregate Ingredient SSD Wts. Gravity Volume Moistures 0.040 Moistures Cement(Lehigh Delta PLC) 470 3.15 2.39 1.007 19.00 lbs. 1"x#4 ID:# (08-28-19) 2.20 0.00 1.013 19.00 lbs. 3/8"x#8 1111.10111111111111. 94 2.56 0.59 1.052 22.76 lbs. B.S.Mst. 1J?L LL;> uppla.,liuA2,112,QJ_,,,.- 2.71 0.00 0.00 22.76 lbs. 1"x#4 (Issaquah /A-189) 1376 2.73 8.08 1385.63 58.83 lbs. 3/8"x#8 (Issaquah /A-189) 495 2.72 2.92 501.44 21.76 lbs. 1.7 Fine Agg. 2.67 0.00 0.00 0.00 lbs. Bldg Sand (Sechelt/CA7) 1253 2.65 7.58 1318.16 56.13 lbs. Fine Agg. 2.60 0.00 0.00 0.00 lbs. Water 245 1.00 3.93 167.15 6.69 lbs. Mbae-90 3.0 oz./yd. 1.63 0.12 3.5 cc. Pozzolith 80 22 oz./yd. 0.88 26.0 cc. MasterSet Delvo oz./yd. 0.00 0.0 cc. Glenium 7500 16.0 oz./yd. 0.64 18.9 cc. Total 3933 lbs. 27.11 157.5 lbs. Calc.Unit Wt. 145.09 Measured Slump 5.50 Air Temp. 70.7 W/C Ratio 0.43 Air Content 6.5 Unit Wt. 144.18 S/A Ratio(by weight) 40.1 Conc.Temp. 72.5 Yield 27.28 S/A Ratio(by volume) 40.8 Design Air Content 6.0%± 1.0 Target Slump 4.0"± 1.00" Area : 12.77 Cylinder Date Test Avg. Number Cast Date Age Size Pounds Psi Psi C-17298 06/17/20 06/20/20 3 4 x 8 45270 3550 11 " 3 45370 3550 3550 06/24/20 7 58700 4600 1/ " 7 58860 4610 4610 07/1 5/20 28 77730 6090 28 76760 6010 6060 "" 28 77800 6090 08/12/20 56 0 "" 56 0 I) Remarks: Bon/Peter. 90029111 std C-17299 paperwork used for water and reporting. Mix batched with 240 lbs/yd(6.501bs)water. TEST METHOD FOR DETERMINING THE EXLIND POTENTIAL ALKALI-SILICA REACTIVITY OF COMBINATIONS OF CEMENTITIOUS MATERIALS ENGINEERING INC. AND AGGREGATE (ACCELERATED MORTAR-BAR) ASTM C-1567 Cadman Inc. Report Date: February 23, 2021 7554 185th Ave NE Project Number: 20-01608-010 Redmond,WA 98062 Revision: 1 Attention:Mr. John Cherne Sample: Fine Aggregate(A189) Source: A189 TEST NO: 20-01608-010 CEMENT TYPE: Type IL(EcoCem PLC) SAMPLED BY: Client CEMENT SOURCE: Lehigh Cement DATE SAMPLED: February-21 TOTAL CEMENT ALKALI: N/A SCM TYPE: Fly Ash Type F CEMENT ALKALI(Na2O eq.): 0.49% SCM SOURCE: Boundary Dam AUTOCLAVE EXPANSION: 0.03% SCM REPLACEMENT: 15% WATER BINDER RATIO: 0.47 D.30 I i i — WSOOT 16-day Expansion Limit 0.25 — • --i—Fine Aggregate(A189) .- 0.20 2 a.15 a a 0.10 0.05 + 0.00 0 2 4 6 8 10 12 14 16 18 TIME(Days) _ Ex ansion rot TIME,Days 0 1 3 6 10 14 16 19 21 28 32 AVERAGE 0.000 - 0.030 0.070 0.110 - 0.180 - - - - WSDOT 16-day Expansion Limit 0.200 Notes: 1.Testing performed by accredited laboratory in accordance with ASTM C1567 and Concrete Reference Laboratory(CCRL)certification requirements.Accredited laboratory-Lafarge Seattle,5400 W Marginal Way SW,Seattle,WA 98106,USA 2.Average expansion of three(3)lest specimens after 16 days Is 0.18%which Is below the maximum expansion limit of 0.20%as per WSDOT. a* 7.1* Reported by: TM Reviewed by: CC 1 l_ Gene Lecuyer,P.Eng-Materials Engineer Results pertain only la the sarcpe(s)provided end oonadlutee a testing service only.Engineering interpretation or evaluation of the teat results will be provided upon written request only. EXL Engineering Materials Testing Lab, UnItH109-7193 Vantage Way,Delta,SC V4G 1K7•PHONE 778-3789054•EMAIL gleeuyereexlengineering.eom Aggregate Source Approval Report. Page 1 of 2 WSDOT MATERIALS LAB 06/11/2021 Aggregate Source Approval Report Owner: Construction Aggregates Ltd. Aggregate Source: PS-CA-7 Lessee: Lehigh Materials Ltd. Known as: Sechelt Pit Located in: Lot 288,Sechelt IR No.2,Group 1,New Westminster District Section-TN RW County: Canada Remarks: Mineral Agg.and Surfacing: Test Date: 11/20/2020 Expiration Date: 11/20/2025 Absorption:0.68 Apparent Sp.G.:2.747 Bulk Sp.G.(SSD):2.715 Bulk Sp.G.:2.697 Deg:75 LA:23 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 12/12/2019 Expiration Date: 12/12/2024 ASR-14 Day:0.16 ASR-One Year CCA Absorption: CCA Sp.G: Deg FCA Absorption 0 87 FCA Organics:1 FCA Sp G:2.666 LA Remarks: Currently approved for: Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Coarse Concrete Aggregates Riprap,Quarry Spalls, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date: Absorption Apparent Sp.G.: Bulk Sp.G.(SSD): Bulk Sp.G.: Deg• LA: Remarks: https://wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=CA&pit no=7 6/11/2021 Aggregate Source Approval Report. Page 1 of 3 WSDOT MATERIALS LAB 06/11/2021 Aggregate Source Approval Report Owner: Lakeside Industries Aggregate Source: PS-A-189 Lessee: Known as: Issaquah Pit Located in: N1/2 NW1/4 Section 27 T24N R6E County: King Remarks: Mineral Agg.and Surfacing: Test Date: 01/10/2019 Expiration Date: 01/10/2024 Absorption:0.98 Apparent Sp.G.:2.843 Bulk Sp.G.(SSD):2.793 Bulk Sp.G.:2.766 Deg:76 LA:14 Remarks: Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 01/23/2019 Expiration Date: 01/23/2024 ASR-14 Day:0.36 ASR-One Year: CCA Absorption:0.91 CCA Sp.G:2.703 Deg:77 FCA Absorption:1.77 FCA Organics:2 FCA Sp.G:2.651 LA:13 Remarks: Currently approved for: Coarse Concrete Aggregates Fine o re a�gg`re�a'Y�f�`r^�Y�c'YY� �Y� l ( ASR MITIGATION MEASURES ARE REQUIRED PER WSDOT STD. SPEC. 9-03.1(1),WHEN USING AGGREGATE FROM THIS ^\ SOURCE FOR PORTLAND CEMENT CONCRETE.Acceptance tests need to be performed as necessary NOT approved for: Riprap,Quarry Spalls, Rock for Rock Wall,Erosion and Scour Protection: Test Date: Expiration Date: https://wsdot.wa.gov/bizJmats/ASA/ASAReport.cfm?prefix=A&pit_no=189 6/11/2021 National Ready Mixed Concrete Association qTr Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Issaquah Plant 51, Issaquah, WA Cadman, Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Z 12.1_1( Signature of Licensed Professional Engineer "©i6Tea �`n �� 8$ � October 04, 2021 October 04, 2023 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. afore C pany Official �itle of Company Official NOTICE:The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities,QC3.Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID#: 801733 Certification ID#:28226 © 1965, 1992,2001,2002,2006,2007,2012 National Ready Mixed Concrete Association 66 Canal Center Plaza,Suite 250•Alexandria•Virginia 22314 Washington State V/ Department of Transportation Request for Approval of Material Contract FA Number SR Date CAG 20-065 3/29/2022 Section County DUVALL AVE NE King County Contractor Subcontractor Reed Trucking& Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM# 088 Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A-82 Fibre Expansion Joint WR Meadows,Benecia CA 9-04.1(2) 3 Project Engineer Date State Materials Engineer Date L •� 3/29/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2.Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. (cceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ® Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment',WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8.Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Approved for use in all curb and sidewalk, as shown in Plan details Project Engineer Distribution State Materials Engineer Distribution ® Contractor ❑ Region Materials ❑ General File 0 Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 SUBMITTAL REVIEW X No Exceptions Taken ___ Make Corrections Noted Amend&Resubmit o ODL Rejected-See Remarks ATA .MPORTANT NOTICE:This review W R. MEADOWS Does not relieve contractor from his responsibility to comply conform � wi�R the Piai{s, �pecilita ion, ana "�` a� �-;..0—:„. Contract Documents. gnat:03 15 00 NO.320-F G .y&Oabo.-><.e,Inc. APRIL 2018 CONSULTING ENGINEERS (Supersedes March 2016) By. DRS Date:3/29/22 FIBRE EXPANSION JOINT Multi-Purpose, Expansion-Contraction Joint Filler DESCRIPTION FEATURESBENEFITS FIBRE EXPANSION JOINT is composed of • Provides the ideal product for the majority of all cellular fibers securely bonded together and expansion/contraction joint requirements. uniformly saturated with asphalt to assure ■ Non-extruding ... versatile ... offers a minimum 70t'0 longevity. Wherever a cost-effective joint filler is recovery after compression. required, FIBRE EXPANSION JOINT meets the • This tough, lightweight, easy-to-use, semi-rigid joint need. Manufactured and marketed by W. R. filler is available in strips and shapes fabricated to your MEADOWS since the early 1930s, FIBRE requirements. EXPANSION JOINT is backed by over 80 years • Easy to cut ... dimensionally stable ... not sticky in of proven application experience. FIBRE summer or brittle in winter. EXPANSION JOINT is versatile, resilient, • Provides neat,fmished joints requiring no trimming. flexible,and non-extruding. When compressed to half of its original thickness, it will recover to a • Often copied...but never equaled. minimum of 70%of its original thickness. FIBRE • Remains the standard of the industry today ... with over Q EXPANSION JOINT will not deform, twist, or 80 years of proven and satisfactory performance. break with normal on-the-job handling. Breakage, • Can be punched for dowel bars and laminated to waste and functional failure resulting from the use thicknesses greater than I"(25.4 mm). of inferior, foreign fiber materials can cost you time and dollars and can result in a substandard 4c`N THE(� finished job, generating costly callbacks and , *•*** I�t:%P rework expenses. However, the purchase and �'* * * •9 installation of FIBRE EXPANSION JOINT (a , W.R.MEADOWS�-• small segment of the total ro'ect's project's cost) Sf:.411IG H I contributes to both the final cost efficiency and - /., functional success, far greater in proportion than �- 2 its original cost. F' N Representative United States patents: USPNs FXPq S�O� 7,815,722; 8,057,638; 8,038,845; and D558,305. (See also www,wrmeadows.com/patenu for further patent/intellectual property information.) Conforms to or meets: Thickness Slab Standard Weight per Widths Lengths ft.' USES FIBRE EXPANSION JOINT is ideal for use on •AASHTO M 213 318,l,2" 36",48" 10'(3.05 m) >19 lb. highways, streets, airport runways, sidewalks, • ASTM D1751 3/4",t" (91,122 m) Alsoawlable driveways, flatwork, and scores of commercial •Corps of Engineers (9S,127, 5,6',12'(l3, and industrial applications subject to pedestrian CRD-C 508 19.1,25.4m) 1.83,3.66m) and vehicular traffic. • FAA Specification Item P-610-2.7 •HH-F-341 F,Type I .-- CONTINUED ON REVERSE SIDE... W. R. MEADOWS, INC. HAMPSHIRE, IL/CARTERSVILLE,GA/YORK, PA P.O.Box 338•HAMPSHIRE,IL 60140-0338 Phone:847/214-2100•Fax:847/683-4544 FORT WORTH,TX/BENICIA,CA/POMONA,CA 1-800-342-5976 GOODYEAR,AZ/MILTON,ON/ST.ALBERT,AB www.wrmeadows.com PAGE 2 ... FIBRE EXPANSION JOINT#320-F ... APRIL 2018 0 at TYPICAL APPLICATIONS IL N (DRIVEWAY SNS + I iii (i �[ir, A u E 5 A. N 4 SE BETW[EN It ,I, 1' I GUTTERsvat USE KS LANTE " ' �r/� `ORCppHESEE OIAN tEAS Wt - �/ BETW N ABUTTI G STRUCTURES , 1L €r iti I EWA R ND PI_._ ,..-�„� PUSS A[SIN HOMES IS 41. , i� IVEWAYS -, �I ATSAELf�EE\\\\\ ; �K I BUILDINGS.ETC. SUTgEE EE7T5W�E�EEpN 'a���"►�v?� v!r� y''Y ES�E}bO�N DSCLS�I�BCp5 AN6 CURB OR GUT7fR RA55 STOP J'I' v u5OEyWYyALIW(SSFFN PO RTIN�i VILLARS. K AROUND DRIVEWAY$ANt' 0RAINS.ETC. 00 \---,----, ARE AASCAFED BUILDINGS ",.., , ,I O ,I„RS �J(, pp.` \� AN%WALLS USE IS EACTS€S�00Tf4AV TAI ONARA PS. AND IDRIVE AY SKS4 )11.'.......'...' *1 SPECIFICATIONS AND SIZE FIBRE EXPANSION JOINT from the joint INFORMATION sealant material. SOF-SEALz or any hot-applied APPLICATION sealant,such as HI-SPEC®,can be used to protect FIBRE EXPANSION JOINT is positioned against the the joint. In this case, the use of SNAP-CAP, forms, at interrupting objects or columns, and against KOOL-ROD, or a bond-breaker tape is not abutting structures prior to the placement of concrete. necessary. Simply apply the sealant directly over FIBRE EXPANSION JOINT should be installed 1/2" FIBRE EXPANSION JOINT. (12.7 mm) below the concrete surface to accept a joint 0 sealant which will provide for maximum protection from LEED INFORMATION water infiltration and weathering, in addition to keeping May help contribute to LEED credits: the joint free from incompressibles. SNAP-CAP& from • MRc9: Construction and Demolition Waste W. R. MEADOWS is recommended to create the Management reservoir for the joint sealant and the use of POURTHANE SL, POURTHANE NS, or DECK-0- For most recent data sheet, further LEED SEAL as the sealant to protect the joint. Before sealing, information, and SDS, visit slide SNAP-CAP over the top of the expansion joint. %Ssww.Hrmeado%'s.conr. Place the concrete and screed to finish grade, as usual. When concrete is cured,insert a screwdriver through the top of SNAP-CAP,pull free and discard. In applications where one of the above-mentioned joint sealants is used without SNAP-CAP, W. R. MEADOWS recommends the use of KOOL-ROD or a bond-breaker tape to isolate LIMITED WARRANTY `a W. R. MEADOWS,INC.warrants at the time and place we make shipment,our material will be of 461 6good quality and will conform with our published specifications in force on the date of acceptance of the order. Read complete warranty. Copy furnished upon request. 1,11 Disclaimer The information contained herein is included for illustrative purposes only,and to the best of our knowledge,is accurate and reliable.W. R. MEADOWS,INC. cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information.As W. R. MEADOWS, INC.has no control over the use to which others may put its product,it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer,contractor and owner for the design,application and proper installation of each product.Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. C©W.R. MEADOWS 2018 04/18-400 News J Search J Contact WSDOT] WSDOT Homel � Washington state II/ Dopartnwet of T►anspo►tati TRAFFIC&ROADS PROJECTS BUSINESS ENVIRONMENTAL .'A.Ps &DATA STATE MATERIALS LABORATORY Qualified Product List Product Information Manufacturer : W.R. Meadows, Benicia - CA Product Name : Fibre Expansion joint Standard Spec : 9-04.1(2), Joint Seal - Premolded Joint Filler for Expansion Joints Product Description : Premolded joint filler for use in expansion (through) joints for concrete construction. Product Restriction : Acceptance Code : 3101 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. Note 'Restrictions' when present. Last Updated : Sep 13, 2010 Contractors with WSDOT Click here for Contractor Product Info Pane Copyright WSDOT©2003 Traffic&Roads i Site Index(Contact WSDOT i WSDOT Business i WSDOT Home 41116. Washington State �/ Department of Transportation Request for Approval_of Material • Contract FA Number SR Date CAG 20-065 3/29/2022 Section County DUVALL AVE NE King County Contractor Subcontractor Reed Trucking&Excavating,Inc. Concrete Services,Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing, see Instructions and Example RAM# 087A Bid Material or Name and Location of Fabricator, Specification PE/QPL HdgtrJQPL Item No. Product/Type Manufacturer or Pit Number Reference. Code Code A42/ REBAR#4 Nucor Steel- Seattle,WA 8-14.3(5) 2 A82 Project Engineer r`, 1 Date State Materials Engineer Date �/ 3/29/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. ®Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. '5.Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project.Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8.Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Nucor Steel is approved as source for#6,#5 and#4 rebar. Reber shall be installed per Plan Detail Sheets WD1 &WD3 Each delivery of rebar shall be tagged with Heat#I Lot# Project Engineer Distribution State Materials Engineer Distribution ® Contractor ❑Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑State Materials Lab ❑ Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 . Mill Certification MTR#:654592-5 V C 0 F�6. 03/29/2021 Lot#:350001737420 2424 SW ANDOVER ST SEATTLE,WA 98106 US 206 933-2222 Fax:206 933-2207 Sold To: KIRKWOOD INDUSTRIES Ship To: HD SUPPLY WHITECAP 14207 NE 193RD PL 3037 CENTER ST WOODINVILLE,WA 98072 US TACOMA,WA 98409 US Customer PO 99584 Sales Order# 35017243-4.1 Product Group Rebar Product# 1050843 Grade A615 Gr 60 • Lot# 350001737420 Size #4 Heat# 3500017374 • BOL# BOL-732373 Load# 654592 Description Rebar#4/13rrtm A615 Gr 60 20'0"[2401 2001-6000 lbs Customer Part# RB42060 Production Date 03/29/2021 Qty Shipped LBS 24048 Product Country United States Qty Shipped EA 1800 Of Origin Original Item Original Item Description Number I hereby certify that the material described herein has been manufactured in accordance with the specifications and standards listed above and that it satisfies those requirements. Melt Country of Origin:United States Melting Date:03/28/2021 C(%) Mn(%) P(%) S(%) Si(%) Ni(%) Cr(%) Mo(%) Cu(%) V(%) Nb(%) 0.39 0.84 0.017 0.027 0.18 0.12 0.26 0.04 0.30 0.005 0.001 Mechanical Average Bend Test Total Deformation Elongation at Height(IN) Maximum Force(%) (1) 0.031 Pass 17.6 Tensile testing Elongation in Tensile(PSI) Yield(PSI) 8"(%) (1) 13.3 105634 70096 Other Test Results Weight Percent Variance(%): -5.30 Tensile/Yield Ratio 1.51 Comments: ASTM A615/A615M-18 Gr 60!AASHTO M31-17 • Nucor-Seattle is ISO 9001-2015,14001,45001 and ABS certified.All manufacturing processes,of the steel materials in this product,including melting, have occurred within the United States.Mercury,in any form has not been used in the production or testing of this material. This material is free of HG contamination and is ROHS compliant. No weld repair was performed.Parts meet the requirements of the purchase order and have been produced under the Nucor Steel Seattle quality manual. The melting,casting and rolling processes for manufacturing the this material are in full compliance with the American Iron and Steel requirement as mandated in EPA's State Revolving Fund Programs. This material was manufactured in the US and complies with the Buy American Act,and(FTA)Buy American Requirements(49 C.F.R.part 661) . Page lofI Erik Nissen,Plant Metallurgist 4 ' .• TWashington State Department of Transportation. Qualified Product List Product Information Manufacturer : Nucor Steel - Seattle, Seattle - WA Product Name : Steel Reinforcing Bar Standard Spec : 9-07.2, Reinforcing Steel - Deformed Steel Bars Product Description: Deformed steel reinforcing bar; ASTM A 615: Grade 40.#3, #4, #5, #6 (Straight); Grade 60 #3 through #18 (Straight); ASTM A 706: Grade 60 #4 through #18.(Straight) Product Restriction : • Acceptance Code 2215 Code Description : Acceptance is by field verification of an acceptable Manufacturer's Certificate of Compliance per WSDOT Standard'Specification 1-06.3 and the lot(s) or batch(es) of material being certified; where applicable, shall be identified. This documentation is required with each'delivery of material to the project. Supporting mill test reports indicating that the product meets the applicable specifications may'also be required. If the Contract contains a Buy America clause,the PEO is responsible for acquiring a Certificate.of Material Origin from the Contractor. Last Updated : Mar 26, 2012 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2016 WIWashington State Department of Transportation Request for Approval of Material Contract FA Number SR Date CAG-20-065 3/24/2022 Section County Duvall Ave NE Improvements KING Contractor Subcontractor Reed Trucking& Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM# 085B Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Cure Compound- 1300 WR Meadows 9-23.2 8 ,Clear Sealtight Project Engineer C� Date 3/24/2022 State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2.Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑ Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment'.'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. ()Source Approved: Use Lot#0B8003(shown on current QPL). Immediately notify if Lot no longer available. 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution ® Contractor ❑ Region Materials ❑ General File 0 Signing Inspection ❑ Region Operations Engineer 0 State Materials Lab ❑ Other ❑ Fabrication Inspection MIS 47365 DOT Form 350-071 EF Revised 12/2008 P o ®DUCT W. R. MEADOWS DATA. zio=" MasterFormat:03 39 23 12=1 .immt NO.372 JUNE 2013 (Supersedes July 2004) 1300-CLEAR Water-Emulsion, Wax-Based Concrete Curing Compound DESCRIPTION PACKAGING 1300-CLEAR water-emulsion, wax-based concrete curing compound is an excellent cure for 5 Gallon(18.9 L)Pails interior,exterior,horizontal,and vertical concrete 55 Gallon(208.2 L)Drums surfaces. When properly applied, the product COVERAGE provides a premium-grade which optimizes water Approximately 200 ft.2/gal.(4.9 m2/L). retention. 1300-CLEAR appears white in color when wet,but dries clear. It is also available with SHELF LIFE a red fugitive dye to visually aid application When stored indoors and in original, unopened coverage. containers at temperatures between 40-90°F(4- USES 32°C),shelf life is a minimum of two years from 1300-CLEAR can be used on interior,exterior, date of manufacture. horizontal,or vertical concrete applications, SPECIFICATIONS where subsequent surface treatments will not be • ASTM C 309,Type 1,Class A applied. (Type 1-D,also available) • AASHTO M 148,Type I,Class A FEATURES/BENEFITS (Type 1-D,also available) • When properly applied, provides a nearly • Missouri Department of Transportation: impermeable film which optimizes water Section 1055 retention. • Complies with all current federal,state,and • Furnished as a ready-to-use, true water-based local maximum allowable VOC requirements, compound. including U.S.EPA,LADCO,SCAQMD,and • Produces hard, dense concrete ... minimizes OTC. hair-checking, thermal cracking, dusting, and other defects. TECHNICAL DATA • Enhances the functional capabilities of VOC Content: 20 g/L concrete by"sealing in"the performance assets APPLICATION of strength and long life. • Offers a compressive strength significantly Surface Preparation ... Application equipment greater than improperly cured or uncured must be clean and free of any previously used concrete. materials. • Increases tensile strength for greater resistance Mixing ... For optimum performance, gentle to cracking and surface crazing mixing or agitation is recommended. • Improves resistance to abrasion and corrosive CAUTION: TO AVOID FOAMING, action of salts and chemicals ... minimizes DO NOT MIX EXCESSIVELY. shrinkage. • Applies quickly and easily with conventional, commercial spray equipment. • VOC-compliant. CONTINUED ON REVERSE SIDE... W. R. MEADOWS, INC. HAMPSHIRE, IL/CARTERSVILLE,GA YORK, PA P.O.Box 338•HAMPSHIRE,IL 60140-0338 Phone:847/214-2100•Fax:847/683 4544 FORT WORTH,TX/BENICIA,CA/POMONA, CA 1-800-342-5976 GOODYEAR,AZ/MILTON,ON/ST.ALBERT. AB www.wrmeadows.com PAGE 2 ... 1300-CLEAR#372 ... JUNE 2013 Application Method ... 1300-CLEAR may be LEED INFORMATION sprayed on in one even coat with a hand or power May help contribute to LEED credits: sprayer, such as a Chapin 1949, as soon as the • IEQ Credit 4.2:Low-Emitting Materials:Paints surface water disappears from horizontal concrete and Coatings • surfaces. On vertical surfaces, spray on promptly MR Credit 2:Construction Waste Management • after the forms are removed. Use a spray tip that MR Credit 5:Regional Materials produces a flow of .5 gal. (1.89 L) per minute under 40 psi(.276 MPa)of pressure. For most recent data sheet, further LEED information, and MSDS, visit Drying Time ... Depends on weather conditions www.wrmeadows.com. and coverage, but will generally dry in one hour. Restrict foot traffic for at least four hours. Twelve hours is preferable. Cleanup...Prior to drying,equipment may be 7p ,e4'j4'&, easily cleaned with soap and water.Once dried, g/. use mineral spirits or other suitablepetroleumt +m,e*�t lliy Rrslrs�k�'rada.-: p tontrotP iNlNrn4rce distillate. PRECAUTIONS KEEP FROM FREEZING. Do not apply if the temperature of the concrete is less than 40° F (4° C). DO NOT MIX WITH CURES CONTAINING SOLVENT OR ADD SOLVENTS TO WATER-BASED CURES - SEPARATION WILL OCCUR. DO NOT ADD OR DILUTE WITH ANY OTHER COMPOUND. Do not use on concrete surfaces where paint, tile, or other treatments will be subsequently applied. HEALTH AND SAFETY Direct contact may result in mild irritation.Refer to Material Safety Data Sheet for complete health and safety information. LIMITED WARRANTY �a W. R. MEADOWS,INC.warrants at the time and place we make shipment,our material will be of -_�� V',_ good quality and will conform with our published specifications in force on the date of acceptance T�1 of the order. Read complete warranty.Copy furnished upon request. Disclaimer The information contained herein is included for illustrative purposes only,and to the best of our knowledge,is accurate and reliable.W. R. MEADOWS, INC.cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information.As W. R. MEADOWS, INC.has no control over the use to which others may put its product,it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance.Responsibility remains with the architect or engineer,contractor and owner for the design,application and proper installation of each product.Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. ©W.R.MEADOWS 2004 06/13-4M .7Washington state 1; Department of Transportation Qualified Product List Product Information Manufacturer : W.R. Meadows, Hampshire - IL Product Name : 1300-Clear Standard Spec : 9-23,2, Concrete Curing - Liquid Membrane-Forming Curing Compounds Product Description : Curing compound: Water base, wax base; Type 1, Class A; clear or translucent; Approved lot number (approved lots will be purged from the QPL Database at the end of the calendar year) - OB8003 Product Restriction : Acceptance Code : 1115 Code Description : Receipt of a satisfactory Test Report from WSDOT Materials Laboratory is required indicating the lot(s) of material meets the requirements of the specifications under which it is listed. The Test Report must be received prior to incorporating the material into the project. Samples must be submitted to the State Materials Laboratory a minimum of 10 days prior to use. Note 4 : Approved lots do not require samples to be submitted. Last Updated : Jan 5, 2022 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2016 Use Lot#0B8003. Immediately notify if Lot no longer available. J IVWashington State Department of Transportation Request for Approval of Material Contract FA Number SR 'Date CAG 20-065 3/22/2022 Section County DUVALL AVE NE Contractor Subcontractor Reed Trucking& Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM# 084A Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Cure Compound- 1 100 WR Meadows 9-23.2 10 Clear Sealtieht Project Engineer C;TDate State Materials Engineer Date 3/28/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2.Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑ Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8.Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: See RAM 085B for 1300 Clear with approved Lot#s 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution ® Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab 0 Other ❑ Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 P� D� W. R. MEADOWS MasterFormat:03 39 23 SEAJTIGH 1 - NO.370 DECEMBER 2017 (Supersedes May 2016) 1100 Resin-Based, Water Emulsion Concrete Curing Compound DESCRIPTION • Minimizes excessive shrinkage. 1100 water-based concrete curing compound is • Can be applied quickly and easily with formulated from hydrocarbon resins and may be conventional commercial spray equipment. used on interior, exterior, vertical, and horizontal • Formulations also available with red fugitive concrete surfaces. Once applied, 1100 forms a dye added(Type 1-D). premium-grade membrane that retains an optimum • VOC-compliant. amount of water in freshly placed concrete for complete hydration of the cement. NOTE: After PACKAGING approximately four weeks,the membrane begins to 5 Gallon(18.93 L)Pails chemically break down when exposed to UV rays. 55 Gallon(208.20 L)Drums The membrane will eventually dissipate from the 275 Gallon(1040.99 L)Totes surface. This process is sped up by exposure to traffic and UV light, as well as weathering conditions. This product is formerly known as COVERAGE z 1100-CLEAR. Approximately 200 ft.2/gal. (4.91 m/14. Coverage is approximate and may vary depending USES on surface finish/texture, concrete condition, 1100 has been used on both interior and exterior climatic conditions, etc. Always apply to a test applications where paint, resilient tile, or resilient area first to determine actual coverage rate before flooring may be applied later. Because of the wide full-scale application. variety of coatings, paints, adhesives, and toppings available, contact the manufacturer of the flooring SHELF LIFE system or subsequent coating or topping for When stored indoors in original, unopened application approval over concrete cured with resin- containers at temperatures between 40° - 90° F based curing compounds. A small test application is (4° - 32° d optimum performance and best use always recommended. is obtained within one year of date of manufacture. FEATURES/BENEFITS • When properly applied, 1100 produces a SPECIFICATIONS •premium-grade film, which optimizes water A M 148,Type I,Classes A&B retention. (Type l-D also available) • Furnished as a ready-to-use, true water-based • ASTM C309,Type 1,Classes A&B compound. (Type I-D also available) • Complies with all current federal, state, and • Produces hard, dense concrete ... minimizes hair local maximum allowable VOC requirements, checking, thermal cracking, dusting, and other including National EPA VOC Emission defects. Standard for Architectural Coatings, CARE, • Offers a compressive strength significantly LADCO,OTC Phase I and II,and SCAQMD. greater than improperly cured or uncured concrete. • Increases tensile strength for greater resistance to cracking and surface crazing. • Improves resistance to abrasion and the corrosive CONTINUED ON REVERSE SIDE... actions of salts and chemicals. W. R. MEADOWS, INC. HAMPSHIRE, IL/CARTERSVILLE,GA/YORK. PA P.O.Box 338•HAMPSHIRE.IL 60140-0338 Phone:847/214-2100•Fax 847/683-4544 FORT WORTH,TX/BENICIA,CA/POMONA. CA 1-800-342-5976 GOODYEAR,AZ/MILTON,ON 1ST.ALBERT,AB www.wrmeadows.com - — PAGE 2 ... 1100#370 ... DECEMBER 2017 TECHNICAL DATA PRECAUTIONS VOC Content by manufacturing location: KEEP FROM FREEZING. Do not apply if air AZ,CA: 42 g/L and/or concrete temperature is less than 40° F (4° IL,GA,PA,TX: 278 g/L C). Improper or over-application may increase the amount of time necessary for the film to dissipate APPLICATION from the surface. SURFACE MAY DISCOLOR Mixing ... For optimum performance,gentle mixing or AND/OR YELLOW DUE TO OVER- agitation is recommended. CAUTION: TO AVOID APPLICATION AND/OR MEMBRANE FOAMING,DO NOT MIX EXCESSIVELY. DO NOT OXIDATION. DO NOT MIX OR DILUTE WITH THIN. ANY OTHER PRODUCTS OR LIQUIDS. Do not apply paint, resilient flooring, or any other Application Method ... Application equipment must subsequent coatings or toppings without first be clean and free of all previously used materials. checking the specifications and securing approval Apply in a uniform film to horizontal surfaces as soon from the manufacturer of the product being applied as the surface water disappears and the surface will not over concrete cured with 1100. A small test be marred by walking workmen. On vertical surfaces, application is always recommended, prior to full- apply promptly after the forms are removed. 1100 may scale application. The 1100 membrane may take be applied with a typical commercial hand or power longer to dissipate if overapplied or has had limited sprayer,such as a Chapin 1949.Use a spray nozzle that exposure to UV light and environmental conditions, produces a flow of 0.5 GPM (1.9 LPM) under 40 psi etc. (.276 MPa) of pressure. An even spray pattern/application is essential to the aesthetic and final HEALTH AND SAFETY appearance of the concrete. Be mindful of clogged or Direct contact may result in mild irritation.Read and partially clogged spray tips that spray 1100 in an follow all application,precaution,label,and health and uneven and uniform pattern. Do not allow the spray safety information prior to use. Refer to Safety Data , nozzle to drip on fresh concrete. Drips and uneven Sheet for complete health and safety information. spray patterns apply higher concentrations of the film, which may cause the cement to hydrate at different LEED INFORMATION rates. Removal of the film will not change the spray May help contribute to LEED credits: patterns mirrored in the concrete surface from the • cement hydrating at different rates. MRc9:Construction and Demolition Waste Management Drying Time ... Typically dries in 1 - 2 hours, • EQc2; Low-Emitting Materials[For Healthcare and Schools(exterior-applied products)ONLY] depending on jobsite conditions (temperature, % relative humidity, wind, etc.) Restrict foot traffic for at least four hours.Twelve hours is preferable. For most current data sheet,further LEED information,and SDS,visit www.wrmeadows.com. Cleanup ... Prior to drying, cleanup can be accomplished with soap and water. Once dried, use mineral spirits or other suitable petroleum solvent. LIMITED WARRANTY -- W. R.MEADOWS,INC.warrants at the time and place we make shipment,our material will be of i. , � good quality and will conform with our published specifications in force on the date of acceptance -' � of the order.Read complete warranty.Copy furnished upon request. 1"► i/ ,i, ' Disclaimer (f The information contained herein is included for illustrative purposes only,and to the best of our knowledge,is accurate and reliable.W.R. MEADOWS, INC.cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information.As W. R.MEADOWS,INC.has no control over the use to which others may put its product,it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer,contractor and owner for the design,application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. 0 W.R.MEADOWS 2017 12/17-500 T Washington State Va/ Department of Transportation Qualified Product List Product Information Manufacturer : W.R. Meadows, Hampshire - IL Product Name : 1100-Clear Standard Spec : 9-23.2, Concrete Curing - Liquid Membrane-Forming Curing Compounds Product Description : Curing compound: Water base, resin cure; Type 1, Class A or B; Clear or translucent; Approved lot number(approved lots will be purged from the QPL Database at the end of the calendar year) - currently, none is approved. Product Restriction : Acceptance Code : 1115 Code Description : Receipt of a satisfactory Test Report from WSDOT Materials Laboratory is required indicating the lot(s) of material meets the requirements of the specifications under which it is listed. The Test Report must be received prior to incorporating the material into the project. Samples must be submitted to the State Materials Laboratory a minimum of 10 days prior to use. Note 4 : Approved lots do not require samples to be submitted. Last Updated : Jan 5, 2022 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT©2016 • State I Department llransportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 3/712022 Section!Title of Project County Duvall Ave NE Improvements King Contractor 'Subcontractor Reed Trucking & Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. y For assistance in completing,see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PEJQPL Hdgtr.IQPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A-73 04C3A Miles Sand& Gravel 10 444-77 0442A Miles Sand & Gravel 2 A-32-e4 Cement Type I!I I Ash Grove Seattle 9-01 2525' Fly Ash-Type GU & HI Ash Grove 9-23.9 10 Air Entrainment Master Air AE90 Master Builders 9-23.6(1) 2250 Water Reducer Type A Master Polyheed 997 Master Builders 9-23.6(2) 2250 Course/Fine Aggregates PS-8-329 Canyon Road ASA • Project Engineer. — -) Date State Materials Engineer Date t— 121/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria:. Acceptance based upon Satisfactory'Test Report for samples of materials to be incorporated into project. • e.,.. . twice Criteria: Mfg.Cert.of Corriplance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved far Shipment','WSDOT Inspected'or'Fabrication Approved Decar material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval_Acuon. 8.Source Approved: 9. Approval Withheld: Submit samples far preliminary evaluation. 0 Approval Withheld: Please note Class 3000.mix not allowed. Provide Mix Design.on WSDOT form 350-040. 11.Miscellaneous Acceptance Criteria. Specify use for fly ash. Remarks: Mfr. Cert. of Compliance shall show cement mill test report number and admixture product&dosage.Mix No.0442A approved for use on SI 42. Project Engineer Distribution State Materials Engineer Distribution EZ Contractor ❑Region Materials ❑General File ❑Signing Inspection ©Region Operations Engineer 0 State Materials Lab 0 Other ❑Fabrication Inspection M/S 47355 DOT Fora 350.071 EF Revised 1212012 WWashington State AF Department of Transportation Request for Approval of Material Contract Number FA Number SR Date CAG 20-065 3/2/2022 Section/Title of Project County Duvall Ave NE Improvements King Contractor Subcontractor Reed Trucking & Excavating, Inc. Concrete Services, Inc. This form shall be completed prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing,see Instructions and Example RAM# 083 Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A-73 WPSLIP Cadman, Inc. 1,2 a-m, A-82-84 WP40003 Cadman, Inc. 1,2 Cement Type IL (15) LeHigh, Delta B.C. 9-01 2525 Fly Ash -Type F Boundary Dam, Calgary A.B. 9-23.9 2545 Water Reducer Type A Master Builderish 80 9-23.6(2) 2525 Water Reducer Type F MasterGlenium 7500-Master Builders 9-23.6(1) 2525 Fine Aggregates CA7,D351,D33s, Class 2 1,ASA Course Aggregates X125, A460,D351,D335,D336 ASSHTO 8,57 1,ASA Centralia Fly Ash 10 Plant 51 /Pit#A189 10 Project Engineer r-D Date State Materials Engineer , Date 3/21/2022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory Acceptance Criteria: Acceptance based upon'Satisfactory Test Report for samples of materials to be incorporated into project. 2 Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks 3.Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No 4.Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5.Acceptance Criteria: Only'Approved for Shipment,'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6.Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7.Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8.Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. ()Approval Withheld: Plant Issaquah (51)/Pit A189-ASR mitigation required. Cement Type IL(15)is not low alkali. 11.Miscellaneous Acceptance Criteria. Centralia Power Plant Fly Ash not shown on Mix Design. Remarks: Mfr. Cert.of Compliance shall show cement mill test report number and admixture product&dosage. Project Engineer Distribution State Materials Engineer Distribution I Contractor ❑Region Materials ❑General File ❑Signing Inspection ❑Region Operations Engineer ❑State Materials Lab ❑Other ❑Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2012