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CAG-20-065 - Duvall - B10 - Concrete for Thrust Blocking
Washington State I/ Department of Transportation Request for Apiproval of Material Contract Number FA Number N/A SR Duvall Ave NE Date CAG 20-065 4/5/2022 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# 090 PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL HdgtrJQPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code B10 Tie Rod Landmann Wire Rope 3 Project Engineer/Representative Date State Materials Engineer/Representative Date ,-„z __ 4/6/2022 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 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). Remarks (HO): See attached COR STD. PLAN 330. 3 SCONCRETE BLOCKING FOR VERTICAL FITTINGS DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer 0 Fabncation Inspection ❑Region Materials ❑State Materials Lab•MS 47365 tildil°9:1111, Bodies, Stub Inds & Links : r• Drop Forged Steel • Heat Treated • 5:1 Safety Factor LANDMANN Turnbuckle Bodies Self Colored and Galvanized WIRE ROPE PRODUCTS Thread Dia Working i Weight 1 Dimensions (in) X Take Up Load Limit Each I- 1- - A 1 (in) (Ibs.) (Ibs.) A B C r a* ��"""' 3/8 X 6 1,200 29 6 5/8 7-3/8 7/2 X 6 2,200 .60 6 1 7-7/16 Erd 1-1/16 8-3/16 5/8 X 6 3,500 .90 6 B� C 3/4X6 5,200 1.30 6 1-5/32 8-7/16 Meets Federal Spec FF-T-791b, 7/8 X 6 7,200 1.79 6 1-5/16 8.3/4 Type 1, Form 1. Class 2 1 X 6 10,000 2.10 6 1-3/8 8-15/16 1-1/8 X 6 15,000 2.78 6 1-1/2 9-7/32 1-1/4 X 6 15,200 3.43 6 1-11/16 9-11/16 SUBMITTAL REVIEW 1-1/2 x 6 21,000 6.16 6 1-7/8 10 X No Exceptions Taken Make Corrections Noted 1 Amend& Resubmit I Rejected-See Remarks [ ---- I i IMPORTANT NOTICE: This review _ ) E I - f! c '1 . D does not relieve contractor from his Meets Federal Spec FF-T-791b,Type 1, Form 1,Class 3 responsibility to comply &conform with the Plans, Specification, lb End Turnbuckles Self Colored Contract Documents. ank Dia Working Weight Dimensions (in) Limy&Osborn, loc. ake Ulf Load ; `ac) f CONSULTING ENGINEERS r I Limit Ibs) Ibs A B C D E By: DRS Date:4/6/22a X 6 1,200 .75 .38 6.00 7.13 16.00 4.44 1/2 X 6 2,200 1.25 .50 6.00 7.50 16.00 4.25 5/8 X 6 3,500 2.11 .63 6.00 7.88 16.00 4.06 3/4 X 6 5,200 3.27 .75 6.00 I 8.25 17.00 4.38 7/8 X 6 7,200 4.78 .88 6.00 1 8.63 18.00 4.69 1 X 6 10,000 6.36 1.00 6.00 1 9.00 19.00 5.00 1-1/4 X 6 15.200 14.00 1.25 6.00 i 9.13 20.00 5.44 G-80 Alloy Coupling links Painted Chain 1 Weight Working Dimensions (in.) I c : Size Each Load Limit A (in) j (Ibs) ; (Ibs) A B C D 1 9/32(1/4)1 .29 3,500 .36 1.88 1.90 .66 I 5/16 .67 4,500 .36 2.18 2.07 .69 B 3/8 L .76 7,100 .45 2.53 2.47 .88 al of 1/2 1.06 12,000 .64 3.44 3.31 1.13 5/8 2.43 18,100 .75 4.13 3.90 1.41 \*~ J 3/4 4.20 28,300 .93 4.92 4.62 1.63 Designed for use with Grade 80 chain " 0 www.landmannwire.com ./sales@landmannwire.com Mill Certification MTR#:777040-3 LJ C Q R" Lot#:350001980020 08/03/2021 2424 SW ANDOVER ST SEATTLE,WA 98106 US 206 933-2222 Fax:206 933-2207 Sold To: VALLEY NUT&BOLT CO Ship To: VALLEY NUT&BOLT CO 10111 TILLEY RD S 10111 TILLEY RD S OLYMPIA,WA 98502-9143 US OLYMPIA,WA 98502-9143 US Customer PO 88992 Sales Order# 3501 B324-1.1 Product Group Hot Roll-Merchant Bar Quality Product# 3008711 Grade A36/A529 Gr 50,CSA 44W/50W Lot# 350001980020 Size 0.75" Heat# 3500019800 BOL# BOL-882751 Load# 777040 Description Hot Roll-Merchant Bar Quality Round 0.75"(3/4°)A36/A529 Gr Customer Part# 50,CSA 44W/50W 20'0' [240")2001-6000 lb Production Date 07/28/2021 r- Qty Shipped LBS 30642 Product Country Origin ournt n United States ) v Qty Shipped EA 1020 g ) Original Item ,/ f il� Original Item Description ( i Number I hereby candy that the material described herein has'been'Me lectured In accordance with the specifications and standards fisted above and that It satisfies those requirements. Melt Country of Origin :United States' Melting Date:07/27/2021 C(%1 Ain(541 p(%1 $(%1 SI(%) NI feiol Cr(% Mo(%1 Cu 1% V(%1 NO(%) 0.13 0.79 0.016 0.029 0.18 0.10 0.14 0.02 0.44 0.005 0.006 Tensile testing Yield(PSI) Tensile(PSI) Elongation in ROA(%) (%) (1) 54206 69899 27.3 59 (2) 54088 70110 28.1 Comments; ASTM A36/A36M-14,A529/A529M-14 GR50, CSA G40.21-13 GR44W&GR5OW, AASHTO M270/M270M-12 GR36,ASME SA36/SA36M-13,ASTM A709-16 GR36 MEETS REPORTING REQUIREMENTS OF EN10204 SEC 3.1 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 intentionally added at any point during the the production and 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 861) / Page 1 of1 Erik Nissen,Plant Metallurgist SHACKLE RODS TYPE A BLOCKING (TYP) R FOR 111/4' & 22i/2' VERTICAL BENDS \l, VB. S d L —� 41 O =— 0 Li- 0 W J (.S m Y_` ON N m41 4 WU U ZNV1 °wcn ZW�/ V./ _ �'V) Q V O Li W U)to 2 W U 2 W U d a U U m O U O Z U 2 TURNBUCKLES N— 1- I--0 o Z o 0 � U z THREAD 6" a > O o8 m Q a 1 a Z o 4" 300 111/4 8 2 3/4 18 io 221/2 12 21/4 24 • 6" 300 22/2 12 23/4 3/4 24 4 ° a %•. 8" 300 221/2 111/4 143 ?3 2 3/4 24 4 4 4 ° \ 111/4 64 4 1 24 ° 4 a a A,/ 12" 300 221/z 125 5 1 36' a• 4 4 tij 4 4 \\ 4 4 _, ° k R = INSIDE RADIUS OF SHACKLE ROD BEND ° 4 4 °r\ W ° 4 d • co • ° 1< 14 a Q 4 4 4 ° 4 fii 7 ° \ r a a ✓\o SHACKLE RODS 44 a Z (TYP) R c Q44 a %` 44 \� ` ° 4 �fi R3 4 4 4 a (S, I Q 4 a �L ° 4 I`�// , 4 S J 2 TURNBUCKLES �� TYPE A THREAD 6" rifr 0.19*S I i 1S14110/ lik 4 ' _Q a` d 4 ,�f/�. d a a a °a : /" 4 4 d + ° d �/ cc 4 +;/ W Q ° v�i ° `4 4 44 ,\% W TYPE B BLOCKING a d ° d ° `.2. I ! it FOR 45' VERTICAL BENDS ° a 4 CC a ° % v=~i VB S d L v) o ° 4a • ad �% 2 5 O O 0 w Z a a �_ M = mN I--2 = U� off' 4CO w d 4 4 4 Q �\/�* Q 4 r\ bw NZ dWO op, L- u-�pZ 02Z ° ° d �/ v1— �p OZ w O,o ��— 4 a a Q �/� 4" 27 3 ° a ° 6" 300 45 64 4 3/4 20 a 4 44 a 1 \ 8" 125 5 Q a 19" 216 R 1 30 4 a a a.\/' S TYPE B +ti T ' CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 + PUBLIC WORKS FITTINGS DEPARTMENT c- • MARCH 2O10 1 • • 411111611 Washington State, • Department of Transportation Request for Approval of Material Centred Ntirrber FA Nuinber N/A SR, Duvall Ave'NE • Date CAG 20-065 . 0110712022 Section(Title of Projedt- County Duvall Ave NE, King Contractor Subcontractor Reed Trucking & Excavating, Inc. This form shall be completed prior to subrnittal.If this form Is not compete.at time of submittal it may For WSDOT Only be.returned_forinforniation that was omitted. RAM# 072 PE Use 81dem Warfel or Name and Location of Fabricator, SPecificatien PEOPL fidetrICiPL I-tO Use No.' Product/bee Manufacturer or Pit Number Reference Code Code •810 . . Thrust Blocks Ash Grove 7-16 . 2 ...• • se.:as •1312,02 $14.06, • • 181506 ;.816.06 817.10 - - • • .B18.10 131900 . • • Eili:ea.. . . . • .• _ •• Prciject Engliteedpepresentative - Date State Materials Engineeriatlinisentafive Date 1/1112022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory AbteplancaCritedit.Acceptance!rased open 7Satisfactori'Test Report for samples of materials to be Incorporated into • Projeck. 0-Acceptance Criteria: Mfg.Cart of Compliance for'Acceptance'.prior trios°of material. 3. Acceptance ptiteria;- CatalogCuts for'Acceptance'prior to use of material.Catalog Cut Approved DYes No 4, Acceptance'Criteria:,Submit:shoo Drawings for'Approval`prior to fabrication of material. AcaptencerCriteria:.'Ort6t'Approverifor Shipment'.ltArSDOT Inspecterror fabrication Approved Decal'material shall be used. G. Acceptance Criteria: Submit Certificate of Materials Origin to PrOject Engineer Office. .7. Acceptance Criteria: Request Transmitted to State Materials Laboratory**Approval Action. . 8: SourceApproved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10.Approval Withheld:. 11. Miscellaneous Acceptance Criteria. Remarks' (PE): Mfr. Cert. Of Compliance shall show cement milt test report number and admixtute product&dosage: Remarks (HO): C 7-09.3(21) Concrete Thrust Blocking The Contractor shell provide the Engineer at least 1 Working Day advance notice before pouring concrete thrust blocking and 1 Working Day advance notice for inspection and approval of all concrete blocking ri?!to DOT Form 350.071 Project Engineer Distribution Revised 031:2021 Contractor DRegtn Operations Engineer DFeiricascn inspect= Region Matadors EI State Materials Lab,MS 47385 '� Washingwton te De ent State of Tran atoon Concrete Mix Design Contractor .Submitted By Date Reed Trucking 1-7-2022 Concrete Supplier Plant Location Miles Sand&Gravel Pacific, Kent Contract Number Contract Name Duvall Ave NE-Renton This mix is to be used In the following Bid Item No(s): Concrete Class: 4000 vi Remarks Can be used for Commercial Class Concrete Mix Design No. 0442A Plant No. 202.203v Cementitious Materials Source Plant Type,Class or Grade Sp.Gr. Lbsfcy Cement AshGrove Seattle ASTM C 150 Type I/II 13.15 564 Fly Ash a F .0 C Alkali% GGBFS(Slag)a 100 ❑120 ConcreteAdmixtures Manufacturer Product Est.Range (oz/cy) Air Entrainment BASF MasterAir AE90 1-15 Water-Reducing Type A BASF MasterPolyheed 997 17-50 Water(Maximum) 246 Ibslcy Is any of the water Recycled.or Reclaimed? ❑Yesd Q No Water Cementitious Ratio(Maximum) 0 44 Mix Design Density(pcf).144.8 Design Performance(Attach Test Data) Average 28-day compressive strength(psi) 5290 Average 14-day flexural strength(psi)(Concrete Pavement Only) Concrete Chloride Ion Content(%by mass of cement) .031 V ©Water Soluble El Acid Soluble Agency Use Only(Check appropriate Box) ['This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the hid items noted above This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: )CZ—L 1/11/2022 PE Signature Date DOT Farm 350-040 Distribution:Original- Contractor Revised 0112020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab:Project Inspector Mix Design No. 0442A Plant No. 202, 203 Aggregate Gradation QAASHTO ❑Combined Nominal Maximum Size(In) Edit... Aggregates 1 2 3 4 5 Total WSDOT Source No.b B-329 \/ B-329 Vr Source Expiration Date t 06-2023 J 06-2023 J ASR Expansion(%)b❑14 Day ❑✓ 1 Year 0.02 0.02 Is ASR Mitigation Required? NO NO Stock Pile Grading` 57 J CLASS 2\/ Percent of Total Aggregate 0 Specific Gravity(SSD) 2.68 2.65 Lbs/cy(ssd) 1860 1260 3120 Include Percent Passing for each aggregate component. Include Total only Percent Passing Total for Combined Gradations. 2 inch 100.00 100.00 100.00 1-1/2 inch 100.00 \/ 100.00 100.00 1 inch 100.00 \/ 100.00 100.00 3/4 inch 78.00 100.00 86.88 1/2 inch 30.00 J 100.00 58.27 3/8 inch 8.00 / 100.00 Vf 45.15 No.4 0.10 V 98.00 V 39.64 No.8 0.10 \/ 84.20 34.06 No. 16 0.10 68.00 Vf 27.52 No.30 0.10 47.50 19.24 No.50 0.10 22.80 J 9.27 No. 100 0.10 5.10 J 2.12 No.200 0.10 1.70 V 0.75 Fineness Modulus: 2.75 (Required for Class 2 Sand) Proposed ASR Mitigation Method: None Notes: a Fly ash or GGBFS is required for Class 4000P mix. 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 less than 0.04%.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 Distribution:Original- Contractor Revised 01f2020 Copies To-State Materials Lab-Structural Materials Eng. ;Regional Materials Lab;Project Inspector 1 VLOFFICE:253.833.3705 FAX: 253.833.3746 400 Valley Ave NE M I LES Puyallup,WA 98372-2516 SAND&GRAVEL Concrete Cylinder Report j Concrete Mix ID: 0442A AC!318 Performance Approval --II[ Speed Streri tth: 4,000 _. .___ l MoOlfcaton Factor 1.000 Humber of Tests: 30 Standard Deviation• 636 Average Range(PS1): 17K Fcr-Ft+I.3t(s): 4,852 Standard Deviation: 636 Frr Fr+2.33(s)-500- 4,981 Coefficient of Variation,V: 9.2% / Within-Test Srd Dev(PS1)' 158 V \/ J 'V . Within-TestCoeff.of Var 2.3% Average 4.82 4.7% 67 53 4,220 5,290 Batch-to-Batch Std Dev(P51)• 616 Max: 6.75 7.0% 78 72 5,420 6,890 Batch-to-BatchCoeff.ofVar 8,9% Min: 3.50 0.0% 59 37 2,890 4,1160 Dale Slump Air CT AT 7 Day 28 Day I 06/24/21 5.75 5.0% 75 63 3,880 4,980 06/22/21 5.25 5.0% 78 70 4,370 5,370 03/25/21 4.00 5.5% 70 47 4,120 5,430 4 03/05/21 4.50 5.3% 65 50 4,310 6,050 5 03/02/21 6.00 4.0% 60 43 3,970 5,400 n 02/24/21 6.75 7.0% 62 37 2,890 4,080 7 01/27/21 4.50 7.0% 60 45 3,850 4,880 8 01/06/21 4.50 5.1% 61 45 5,170 5,990 9 12/23/20 4.50 5.0% 63 41 3,980 5,300 10 12/17/20 4.00 5.5% 59 47 5,030 5,870 r1 11/23/20 4.50 5.0% 64 41 4,200 5,090 11 11/09/20 5.25 5.5% 63 43 5,420 6,890 13 08/20/20 5.00 4.2% 78 63 4,140 5,280 14 08/05/20 4.25 4.6% 64 64 3,230 4,290 /.5 07/31/20 5.50 3.5% 78 59 4,120 4,920 16 07/28/20 6.00 5.5% 72 70 3,360 4,060 17 06/19/20 4.50 4.5% 76 72 3,510 4,400 18 06/18/20 4.00 4,2% 71 70 4,090 5,250 19 06/09/20 5.50 6.0% 68 54 3,740 4,710 20 06/09/20 5.00 6.0% 69 57 4,490 5,850 21 06/04/20 4.00 5.3% 63 60 4,690 5,560 21 06/02/20 4.50 5.1% 67 54 3,810 4,800 23 05/20/20 4.00 4,9% 70 52 4,130 5,570 24 05/06/20 5,00 5.1% 63 54 4,330 5,230 23 04/22/20 5.00 5.2% 67 52 4,930 6,090 26 04/20/20 3.50 64 52 4,970 5,690 27 02/17/20 5.00 66 43 4,690 5,830 28 02/17/20 4.25 68 46 4,890 5,770 29 02/03/20 5.00 4.9% 65 44 4,120 5,140 30 01/24/20 5.00 5,6% 64 50 4,210 4,950 Miles Sand & Gravel Company WWW.MILES.ROCKS BASF The Chemical Company CHLORIDE ION CONTENT ESTIMATOR OUTPUT Customer/Plant: Comments: Mix ID!Number 0442A Application: AMOUNT CHLORIDE ION CHLORIDE ION MIX INGREDIENT (Ibhrd) CONTENT CONTRIBUTION (%by Mass) (Iblyd3) CEMENT 564 0.00.50 0.0282 FLY ASH 0 0 0010 SILICA FUME(RHEOMAC SF 100) SLAG CEMENT FINE AGGREGATE 1270 0.007 0.0889 COARSE AGGREGATE#1 1860 0.0050 0.0930 COARSE AGGREGATE#2 0 0.0050 WATER 246 10 (ppm) 0.0025 CHLORIDE ION ADMIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION (Iblyd3) AIR-ENTRAINER: MB AE 90 0 75 (fl oz/cwt) 0.0003 ACCELERATOR ( I (fl oz/cwt) RETARDER: (fl oz/cwt) WATER REDUCER: (fl oz/cwt) MID-RANGE WR: POLYHEED 997 6.0 (fl oz/cwt) 0.0042 HIGH-RANGE WR: (fl oz/cwt) WORKABILITY RETAINER: (fl oz/cwt) VISCOSITY MODIFIER: (fl oz/cwt) ASR INHIBITOR: ( I (gamma) CORROSION INHIBITOR: I I (gal+yd) SHRINKAGE REDUCER: (gal/yd3) COLOR: (Ib/cwt) WATERPROOFING: (Ib/cwt) TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd ) : 0.217 CHLORIDE ION CONTENT(%of Concrete) = 0.006 W-S CHLORIDE ION CONTENT(%of Cement) =I 0.031 W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) � 0.031 \j I D • BASF O3 30 Gr) Cast-in-Place Concrete We create chemistry 000 Precast Concrete 03 70 00 Mass Concrete MasterAir® AE 90 Air-Entraining Admixture Formerly MB-AE 90 Description Features MasterAir AE 90 air- • Ready-to-use in the proper concentration for rapid,accurate dispensing entraining admixture is for use in concrete mixtures. It Benefits meets the requirements of ■ Improved resistance to damage from cyclic freezing and thawing ASTM C 260,AASHTO M 154 and CRD-C 13. • Improved resistance to scaling from deicing salts • Improved plasticity and workability Applications • Reduced permeability-increased watertightness Recommended for use in: • Reduced segregation and bleeding ■ Concrete exposed to cyclic freezing Performance Characteristics and thawing Concrete durability research has established that the best protection for concrete from the ■ Production of high-quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air normal or lightweight content in the hardened concrete, a suitable air-void system in terms of bubble size and concrete(heavyweight spacing,and adequate concrete strength,assuming the use of sound aggregates and proper concrete normally does mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAir AE 90 not contain entrained air) admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method."The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density(Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%,the Caine should be determined and corrected through equipment calibration or by whatever process is deemed necessary. MASTER' >>BUILDERS MasterAir AE 90 Technical Data Sheet Guidelines for Use Precaution Dosage: There is no standard dosage for MasterAir AE 90 In a 2005 publication from the Portland Cement Association admixture.The exact quantity of.air entraining admixture needed (PCA R&D Serial No, 2789), it was'reported'that problematic for.&given air content of concrete varies because,of differences air-void clustering that can potentially lead to above normal ih concrete-making materials..and ambient conditions. Typical decreases in strength was found to coincide with late additions of factors that might influence the amount of air entrained include: water to air-entrained concretes. Late additions of water include temperature, cementitious materials, sand gradation, sand- the conventional practice of holding back water during belching aggregate ratio,mixture.proportions,slump,means of conveying for,addition at the jobsite.Therefore,caution should be exercised and placement, Consolidation and finishing technique. The with delayed additions of 'water to air-entrained concrete. arnount'of MasterAir AE 90 admixture used will depend upon Furthermore, an air content check should be performed after theamount.of entrained air required:under actual,job conditions. post-batching addition of any other materials to an air-entrained In.a trial mixture, use 0.25 to 4 fl az/cwt (18-260 miJ1C0 kg) concrete mixture. of cementitious material. Measure.the air content of the trial mixture,and,if needed;either increase or decrease the quantity Product Notes of.PAasterAir.AE 90 admixture to obtain the desired air content. Corrosivity — Non-Chloride, Non-Corrosive: MasterAir. AE 90 in mixtures containing water-reducing or set-control admixtures, admixture will neither initiate nor promote corrosion Of the amount of MasterAir AE 90 admixture needed may be reinforcing and prestressing steel embedded In concrete,'or somewhat leesthan'the amount required in plain concrete. of galvanized floor land red'systema. No calcium chloride'or Due to.possible changes in the factors that can affect the other Chloride-based'ingredients are'used in the manufacture dosage of MasterAir AE 90'admixture, frequent air content of this admixture. checks should be made during the course of 'the work. Compatibility: MasterAir AE 90 admixture may be used in Adjustments to the-dosage should be based on the:amount of combination with any BASF admixture, unless stated otherwise entrained air required in the mixture at.the point of placement. on the data sheet fortheother product.When used in conjunction If an unusually high or low dosage of MasterAir'AE 90 admixture with other admixtures, each admixture must be dispensed is required to obtain the desired air content, consult your local separately into the concrete mixture. sales representative...In such cases, it may be necessary to determine.that, in addition.to a proper air content ih the fresh Storage and Handling -concrete,.a suitable.air-void system is achieved in the hardened Storage Temperature:MasterAirAE90.admixtureshould be stored concrete: acid dispensed at 31°F(-0.5°C)or higher.Although freezing does Dispensing and Mixing:Add MastetAir AE admixture to the notharm this prbduct,precautionsshouldbetakentoprotectitfrom concrete mixture using.a dispenser designed for air-entraining freezing.If MasterAir'AE90 admixture fr czzcv,thaw at 35°F(2°C) admixtures,Or add manually using a suitable measuring device orabove and completely reconstitute by mild mechanical agitation. that ensures accuracy within plus or minus 3%Of the required Do not use pressurized air for agitation. amount- Shelf Life: MasterAir AE 90 admixture has a minimum shelf For optimum,consistent performance,the air-entraining admixture life.of 18 months. Depending on storage conditions,the shelf 'should be dispensed On damp,fine aggregate. If the concrete life may be greater than stated. Please contact your local mixture contains fine lightweight aggregate, field evaluations sales representative regarding suitability for use and dosage should be conducted to determine the best method to dispense recommendations if the shelf-life of MasterAir AE 90 admixture the air-entraining admixture. has been exceeded. Safety:Chemical goggles and gloves are recommended when transferring or handling this material. BASF Corporation Adrrtixtute Systems www.master-builders-solutions.bastus page 2 of 3 • MasterAir AE 90 Technical Data Sheet Packaging Limited Warranty Notice MasterAir AE-90 admixture is supplied in 55 gal(20l L)drums, BASF warrants this product to be free from manufacturing 275 gal(1040 L)totes and by bulk delivery, defects and to meet the technical properties on the current Technical Data Guide, if used -as directed within shelf life. Related Documents Satisfactory results:depend not only on quality,products but Safety Data Sheets: MasterAir AE 90 admixture also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY Additional Information OR FITNESS FOR APARTiCULAR PU RPOSE.WITH-RESPECT For additional information on MasterAir AE 90 admixture,or its TO ITS PRODUCTS. The sole and exclusive remedy of use in developing a concrete mixture with special peformence Purchaser for any claim concerning this product,including but characteristics,contact your local sales representative, not limited to, claims alleging breach of warranty, negligence, The Admixture Systems business of BASF's Construction strict liability or otherwise, is shipment to purchaser of product Chemicals division is.the.leading provider of solutions that equal to the amount of product that fails to meet this warranty improve um !n finishing, appearance and or refund of the original purchase price of product that p placement, p p g' fails to meet this warranty, at the sole option of BASE Any performance characteristics of specialty concrete,used in the ready-mixed,precast,manufactured concrete products, claims concerning this product must,be received in'Writing underground .construction and"paving markets. For over within one(1:) year from the date of.shlpmertt and:any.clairris WO years we have offered reliable products:and innovative not presented within that period"are Waited by Purchaser. BASF WILL NOT BE RESPONS18i.E FOR ANY SPACIAL, technologies, and throxigfi the Master Builders Solutions brand, we am connected globally with experts from many INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. fields to provide sustainable solutions for the construction industry. Purchaser must determine the suitability of the products forthe intended use and assumes all risks and Iiebilitie5 in eanriecction therewith. This information and all further technical.advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological,progress or further;developments. The Purchaser of the Products) roust test the:products) far suitability for the" intended application and purpose before proceedIng with a full application of the produof(s):.Performance ri of the product described herein should be verified by testing and carved out by qualified experts. NSE `Ml3-AE�4 hocamc M t�Air AE$0 undair tt,p M45tcr Builder.Sol intone brand.ufrcctivo Jnmirtr/1,3014 9ASF Corperallon 2015 le 01/1 S el PRE-DAT 001 a BASF Corporation tkilted scat Canada Admixture Ur8 Corporation a700 Oherrin Bodevard 18C0 Clare Baulevard Cleveland,Olio 44122.5544 Bramptcn,Ontario LOT 41v17 www.master-builders-solutions.basf us Tel:$00 Oa-WA IN Fla;216 808.0821 Tot:800 387.6882 a Fax:say 792-0551 page 3 of 3 Engineer Addition W3shingttn Slate Department of January i 0,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation (formerly BASF Construction Chemicals, Inc.) - Cleveland, OH Product Name: MasterAir AE 90 Standard Spec : 9-23.6(1), Concrete Admixture - Air Entraining Admixtures Product Description : Liquid air entraining admixture for concrete Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the.retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Nov 27, 2013 To be completed by the field inspector: Quantity: Verified By: Date: D BASF 03 80 00: CastAn-Piave Concrete We create chemistry 1034600 Precast.canarete 03 70 00 Mass Concrete. MasterPolyheed® 997 Mid-Range Water-Reducing Admixture Formerly PolyHeed 997* `.Description... . Features- •Masterl olyheeci 997' a True mid-range water reduction(5-15%)and excellent performance across a wide slump i:`admikture°is*patented: range,especially the difficult slump range of 5-8 in. (125-200 mm) m+lti comp n nt,rpid • Superior workability,pumpability and 6nishability.qualities even in concrete mixtures rangervate'-reducing ` containing low amounts of cementitious materials ;admixture�MasterPolyhF ° ti • Superior finishingcharacteristics for residential/commercial flatwork and formed surfaces �997`adrri'iiitur�e�>;rieetsE� ASTMC 494/Q ,,.- [ re' Giremehtsfo rype A Benefits water-reducin9,and TYPe a Significantly reduced placement and finishing time resuEting'in lower in-place ,:high r•ange:water-reducing concrete costs `admixtures: - • • Higher strength at all ages :Applications . • Enhanced concrete durability M be it ""•` k•°'` a Increased service life of concrete structures I�ecc�rnm2ncied:ioc use�ln:; . a'Allrgoricrete applications - &wn&e=superior ' Performance Characteristics ,workabilif}7thurnpakn*ity Mixture Data:500 Ib/ydP(295 kg/m of Type I cement slump.6-7 in. (150-180 mm);5-6%air; aid'firiisl�ablli S ualities'= ;,;,,:�- .. ty:q,. concrete temperature 70°F(21 °G);ambient temperature, 70°F(21 °C). ;.are:desired;,:in particular;= g Time Performance' ,flati4ark;pumped ' . m _ coriaeteand peruibus, initial Set Difference ,concrete Mixture (h:min) (h:min) ■ b-, pncrete:contairiiri g Reference 6:01 — manu•factured`sand and, MasterPolyheed'997 admixture harsticoncrete-mi ctures : 5 fl oz/cwt(325 mU100 kg) 6:22 +0:21 - TO fl oz/cwt(650 mU100 kg) 6:57 +0:56 1511 oz/cwt(9B0 mU100 kg) 7:31 +1:30 i, y. 1!,' . *BUILDERS b SOLUTIONS MasterPolyheed. 997 Technical Data Sheet Compressive Strength,psi(MPa) Storage and Handling Mixture 7-Day 28-Day Storage Temperature:If MasterPolyheed 997 admixture freezes, Plain _._...�.._..._._ 2380(16.3) .3320(22.9} thaw at 35 °F (2'°C) or above and completely reconstitute _,,,...,._..,..,».. ....,,.,.,w,..,,,. �,,..,,�,,,., a,,,,,,,.__.,,,,,,,,.�,,,..,.,. _.. by mild mechanical agitation. Do not use pressurized,air for MasterPolyheed 997 admixture tad agitation.. 5 fl oz/cwt(325•mL/1.00 kg) 3060(21..1) 3930(27.1) Shelf Life: {MasterPolyheed 997 admixture has a minimum 10 fl ozlcwt{650 ml}100.14 3740(25:8) 4610(31.8) shelf life of 18 months. Depending on storage conditions, the 15 ft ozkwt(980 m11100 kg) 4620(31;9) 5460(37.7) shelf life may be greater than stated.Please contact your local 'Note: The data shown are based on controifed laboratory tests,, sales representative regarding suitability for use arid.dosage Reasonable variations from the-results shown there maybe exi er"enccd recommendations if the shelf life.''of MasterPolyheed 997 as a result of differences'in corrciete making rnatenets and jobsite admixture has been exceeded. cardtions. Packaging Guidelines for Use MasterPolyheed 997 admixture is supplied in 55 gal (208 L) Dosage: MasterPotyheed 997 admixture has a'.necamrnended drums,275 gal(1040 L)totes and by.bulk delivery. dosage range of 3-15 fl oz /cwt (195-986 mL/100 kg). •of • cementitious material for most concrete mixes. Related Documents As the dosage of MasterPolyheed 997 adrnixture increases to Safety Data Sheets:MasterPolyheed 997 admixture 15 ft oz/cwt.(980 mill00 kg)of cemerititlous materials,.normal concrete setting characteristics are maintained and early and Additional Informa• tion ultimate compressive strengths increase. BASF does not recommend the use of.dosages outside the For additional information on MasterPolyheed 997 admixture or recommended range without trial testing: Consult your local its use indeveloping con crete mixtures with speclai:performance sales representative for assistance in determining the dosage characteristics, contact your local sales representative.' for optimum performance. The Admixture Systems business of BASF's Construction Chemicals'division is the leading provider.of solutions that Product Notes improve placement, pumping, finishing, appearance and Conosivity — Non-Chloride, Hon-Corrosive: MasterPolyheed performance characteristics of specialty.concrete used in the:ready-mixed,precast,manufactured concrete products, 997 admixture will neither initiate nor promote corrosion of underground construction and.paving Markets. For over reinforcing or prestressing steel enibedded in concrete, or 100 years we have offered reliable products and innovative of galvanized steel floor and roof systems. MasterPolyheed technoiagies,.and through the Master Builders Solutions 997 admixture does-not contain intentionally added calcium brand, we are connected globally with experts from many chloride or other chloride-based ingredients. fields to provide sustainable solutions for the construction Compatibility: MasterPolyheed '99.7 admixture may be used industry. in combination with any BASF admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately Into the concrete mixture. BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterPolyheed 997 Technical Data Sheet • Limited Warranty Notice BASF warrants this product'to be'free from manufacturing defects and to meet the technic,* properties on the current Technical Data.Guide, if used as directed within -shelf life. Satisfactory results.depend not only on quality products but als6 upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY' OR GUARANTEE, EXPRESS OR INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product,including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise,is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASE Any .claims concerning this product must be received in writing within one(1)year from the .of shipment and any Claims not presented within that period are waived by POrchaSer. EIASF WILL. NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL CONSECUENIAL(INCLUDING LOST PROFTTS) OR PUNITIVE DAMAGES'OF ANY KIND Purchaser must determine the suitability of the products for intended use-and assumes WI risks and liabilities in connection .therewith.This information and all further technical advice are based on BASF present knowledge and experience.However, BASF assumes no liability for providing such information and advice Including the 'extent to which such information and a.cMce may relate to existing third party intellectual property rights; especially patent rights, nor snail any legal relationship .be created by or arise from the provision of such Information and advice. BASE reserves the right to makeany Changes .according to technological progress Or further developMents, The Purchaser of the Product(s) must test the,product(s) for suitability for the intended- application and Purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts: °NSF. •Piccd 997 bocamo Mr:storPolyhccel 907.u1c07 Iho Mimirs Builckwe Sartivis brand.cfroativJenuary 1,2014, I .11,1e1All o BASF CciporatIon 2016 01,16 le PAE-01,,74360 WM States Panda BASF Co ipo mu n 237M Chagrai aculereard 1800 CLark Prikiverei Admixture Systems Geoglanri Clio 44122-5544 Brampton,CrAario LSI 4/47 www.nnester-buiiders-solutions.bastus Tom 000 629.9990 et Fax 216 009-81321 KO 387.5862 I Fax:9C6 792.0651 page 3 of 3 f (rEngineer Addition ® Washington State Department of January 10,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: BASF Corporation (formerly BASF Construction Chemicals, Inc.) - Cleveland, OH Product Name: MasterPolyheed 997 Standard Spec : 9-23.6(2), Concrete Admixture -Type A - Water-Reducing Admixtures Product Description : Liquid normal range water reducing admixture for concrete: Type A Product Restriction : Acceptance Code : 2250 Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's Certificate of Compliance indicating the product and dosage of the admixture conform to the concrete mix design. Last Updated : Jul 31, 2019 To be completed by the field inspector: Quantity: Verified By: Date: CONSTRUCTION TESTING LABORATORIES, INC. 400 Valley Ave N.E.. Suite 102, Puyallup,WA 98372 Tel*253-383-8770 ; Fax*253-7704232 welasits:wtrif.cthvii.corn MISC. LABORATORY TEST REPORT CLIENT Miles Sand& Gravel REpoor DATE December 28, 2021 PROJECT , REPORT 268 TITLE MISC.TESTING NUMBER PROJECT PROJECT N/A 4303 ADDREss NUMBER CONTRACI-C,P N/A N/A CCN-R,A7- NA NA iCe CRCER N/A ORDER VC CREEP.NL `E.MIER MATERIAL INFORMATION i.----TESTIS) . DATE REQUESTED ASTM C117,C123. C142,Wood Waste oemesto 12.09-2021 .._ MATERIAL' ' TYPE AASI-ITO Grading#57(74,"Washed) OBTAINED BY Client-Alex B. _,....... . _ SOURCE Canyon Pit,8-329 SLUM!II t 0 BV Client-Alex B. OF SAMPLE LAE NUMBER 21-1730 OC.AT ON OF SUPPLY Stockpile D.N.LVBER - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& %WOOD FRIABLE ':; li 0,REQ. 2. max :.',Ut) -N,REQ. ::riti,TIAX COARSE FINE PARTICLES _L. WASTE FINE AGGREGATE ' Ni Rm. #200 SCREEN 0 3 ,..,REQ I 0 ini.iii SIZE I,'.LOSS SIZE `,' LOSS ANGULARITY I , SAND EQUIVALENT ORGANIC 1 %RBI %REQ. (REF.METHOCII I IMPURITIES ' I .. — Light Weight Piece*, LOOSE UNIT , Specific Gravity 2.0 0.0 1 %AM 2.0 max WEIGHT , %REct.. 3 97-3' I I (Coal&lignite) r ' WT PER DEGRADATION i 14 REQ. i CU(FT 'N.RED 3"-2 1i. i RODDEO . ,.........--. 2!/;"-11,4" FRACTURE FRACTURE (SINGLE FACE: (DOUBLE FACE) I— — SIZE RESULT SIZE RESULT '.,,."—Mr #16-#30 ',RC a .ti.REQ 3IB"-#4 #30-$50 . . I,,REQ %REQ TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTIC %REQ. LA ABRASION LIMIT(PLI — LIQUID •s.REQ. Grading: Result: LIMIT ILL) PLASTICITY %REQ. '..',REQUIRED INDEX(PI) COARSE AGGREGATE—SPECIFIC GRAVITY FINE AGGREGATE—SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY I %ABSORRTIoN OVEN DRY !,. ABSORPTION Flat&Elongated RESULT(S)/STATUS Ratio: Flat: By Weight or• Elongated: '-------- By Pieces El Flat&Elongated: ... Total: Requirement: REviEWEID GY•APPROVE:n'Y LAB REMARKS EQuiPMENT SET sr 2, 1 3, 14 TECHNICIAN B. Rowden/d„ C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC. REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-20201 �?% CONSTRUCTION TESTING LABORATORIES, INC. i cTL 400 Valley Ave N.E.,Suite 102,Puyallup,WA 98372 Tel A 2534034775 ! Fax it 253-7704232 weboRs:www_clwa.00m MISC . LABORATORY TEST REPORT CLIENT _ Miles Sand& Gravel REPORT DATE December 28, 2021 PROJECT .. REPORT TITLE MISC. TESTING NLBeER 266 PROJECT N/A AOORESS PROJECT NlArBER 4303 CONTRACTOR N/A OR NO, NIA OORDEERN N;A PURCHASE a NtA NURSEROB N/A MATERIAL INFORMATION REQUESTED ASTM C40. C117. C123,C142 OBTA TE FO 12-09-2021 MA YERIAL Concrete Sand(Building Sand) OBTAINE"_BY Client-Alex B. SOURCE Canyon Pit,8-329 SUBMITTEU BY Client-Alex B. OF SAMPLE LAS NUMEER 21-1728 LOCATION j Stockpile D 4LVSEa OF SUPPLY - MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM CLAY LUMPS& FRIABLE i 0.0 k REO_ i 3.0 max - L VwAs WOOD I %REQ. PARTICLESCOARSE FINE • FINE AGGREGATE 1 %REQ, [#200SCREEN 1 5 %REQ. I 25max SIZE %LOSS SIZE %LOSS SAND EQUIVALENT %REQ. r ORGANIC Plate#1 RE!] #3 fax 4 _3�• (REF.METNOOI L IMPURITIES Light Weight Pieces, LOOSE UNIT Specific Gravity 2,0 0.0 '%REQ. 1.0 malx WEIGHT b REC. 3 W.—3' (coal S lignite) j I ; { WT PER DEGRADATION I %REQ. CLIWT %REQ. I 3" 2 W RODDEC ----- ..-------- 2'A"-1 W 44-#8 FRACTURE FRACTURE (SINGLE FACE: (DOUBLE FACE) _1 'i4"-'/' - -it16 , SIZE RESULT SIZE RF SULT W-3/8" #16-#30 ,,RE CI N.REP 3/8"-#4 #30-#50 x,REa ^n REP TOTAL TOTAL ATTERBERG LIMITS Requirement: PLASTIC REP. LA ABRASION `LIMIT(PL) UQUID %REQ. Grading: Resuk: LEW ILL) _ PLASTICITY %REQ. %REQUIRED INDEX(PI) COARSE AGGREGATE-SPECIFIC GRAVITY FINE AGGREGATE-SPECIFIC GRAVITY SSD Apparent SSD Apparent OVEN DRY '14 ABSORPTION OVEN DRY %ABSORPTION Flat S Elongated RESULT(S)!STATUS Ratio: Flat: By Weight® Elongated: By Pieces D Flat&Elongated: — Total: — Requirement: RC'.'ir.s:n GY APT'ROVED BY LAB — REMARKS EQUIPMENT SET d 2, 1 3, 14. 16 TECHNICIAN B. Rowden/d., C. Pedersen REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC.REPORT PERTAINS ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020) �+ Washington State WSDOT MATERIALS LAB 07;3I 2018 , Department of Transportation Aggregate Source Approval Report Owner: Miles Sand and Gravel Aggregate Source: PS-B-329 Lessee: Known as: Miles Canyon Road Pit Located in: E1/25E1I4SE1/4,E3/BNE114SE1/4 Section 24 T20N R3E County: Pierce Remarks: Mineral Age.and Surfacing: Test Date: 11/07/2014 Expiration Date: 11/07/2019 Absorption:1.03 Apparent Sp G.-2.751 Bulk Sp.G.(550):2.703 Bulk Sp,G,:2.676 Deg:79 LA 11 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. Portland Cement Concrete Aggregates: Test Date: 06/20/2018 Expiration Date: cgt/j01Z023 ASR-14 Day:0,51 ASR-One Year 0.02 CCA Absorption'1,02 CCA Sp.G;2.69 Deg;72 FCA Absorption;2,04 FCA Organics: 1 FCA Sp G-2.641 LA:11 Remarks: 1-Year ASR Results expire 06/04/2019 -ZK Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary NOT approved for: Rlprap,Quarry Spells, 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: NOT Approved for: Quarry Spells Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Absorption;1.02 Apparent Sp G-2,737 Bulk Sp.G.(SSO):2.69 Bulk Sp,G,:2 662 Deg 72 LA 11 Remarks: Currently Approved for: Streambed Aggregate Gravel Sorrow for Structural Earth Walls: Test Date: 06/20/2018 Expiration Date: 06/20/2023 Bulk Sp.G.(SSD):2.69 Deg:72 LA:11 Remarks: Contact RME to determine if Resistivity, pH, Chlorides. or Sulfates testing is required Currently Approved for: Gravel Borrow for Sir Earth Walls Gravel Borrow for Sir Earth Walls ALL OTHER PIT RUN MATERIALS: Project Engineer may request preliminary samples but Aggregate Source Approval is not required. AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL: Aggregate for Gravel Base 9-03.10 Gravel Backfill for Foundation Class B 9-03.12(1)B Gravel Backfill for Walls 9-03,12(2) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Gravel Backfill for Drains 9-03.12(4) Gravel Backfill for Drywells 9-03.12(5) Backfill for Sand Drains 9-03.13 Sand Drainage Blanket 9-03.13(1) Gravel Borrow 9-03.14(1) Select Borrow 9-03.14(2) Common Borrow 9-03.14(3) Native Material for Trench Backfill 9-03.15 Foundation Material Class A and B 9-03.17 Foundation Material Class C 9-03.18 Bank Run Gravel for Trench Backfill 9-03.19 National Ready Mixed Concrete Association vir Certificate of Conformance For Concrete Production Facilities N RMCATHIS IS TO CERTIFY THAT Pacific Plant 202, Pacific, WA Miles Sand & Gravel Company 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 CHARIFs wAsh4qt), ,e• 1t' ' Signature of Licensed Professional Engineer -o • L 9O 9 1:734.34z3 January 21, 2021 April 18, 2023 l .+�fC. Inspection Date Certification Expiration Date 1 SUBMITTAL REVIEW This company will maintain these facilities in conrl and will correct promptly an efficiencies which develop. X No Exceptions Taker Make Corrections Noted P-LL/ Amend & Resubmit Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official does not relieve the Contractor from NOTICE: The Check List ndinlss only lhat plant facilities are safdaciory responsibility to comply&conform xnwice oft oaiaabitem lIspeaaostlonrod"irement must be"gad Y usual i"°p'( with the Plans. Specifications. and This conic*is issued by the Nefbnel Ready Mixed Comets Association a Contract Documents. mints of the PIFWCA Ce.icslion of Reedy Mixed Concrete Production Feckless,QC3.t tin legal action. Plant ID M:801670 tinny Sir Osborne.,Las' 7133 0 I965, 1992,2001, COMA.LT EtkcINEiRS By MB Date 1/10/22 National Ready Mixed Concrete Association 66 Cant Virginia 22314 National Ready Mixed Concrete Association qTr Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Kent Plant 203, Kent, WA Miles Sand & Gravel Company 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 ?�of wAsyi sc,� /.. ..4,7 i Signature of Licensed Professional Engineer '° 4 L r/ 9°�F' a, i0,— January 19, 2021 March 19, 2023 AV Inspection Date Certification Expiration Date SUBMITTAL REVIEW This company will maintain these facilities in comi and will correct promptly y deficiencies which develop. X No Exceptions Taken i6Make Gorre sub t/(e 'tNoted Amend & Resubmit Rejected-See Remarks Signature of Company Official IMPORTANT NOTICE This review Official NOTICE:The CheckLlel indicates onN list plant fadlles are satlefecsay does not relieve the Contractor from xmance of the concrete its&tem enecieogonmomentsreed be venue byusarr responsibility to comply 8 conform with the Plans, Specifications, and This csNiale is issued by the National Ready 6b.d Covet*Aseociaion a Contract Documents. emenla or he NRtMCA Certification of Reedy Wed Concrete Production facitia,0C3,tklift t in legal scion Plant ID#: 801815 Grey&Osborne,I i890 1965,1992,2001, corvsuArea ENGINEERS National Ready Mixed Concrete Assodatlon 66 esnl By MB Date:1/10/2 viroda 22334 ASH GROVE Mill Test Report Plant Seattle Cement Type GU 8 I-II Low Alkali Date 21-Oc1-21 Production Ported September 1,2021 -October 1,2021 Certification No. 2021.17 STANDARD REQUIREMENTS ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4 CHEMICAL PHYSICAL Spec,t mit Spec Test Spec Lima Spec lest Item Type GU Limit Result Item Type GU Limit Result SI02(%) A 4 19.9 Air content of mortar(volume%) 4 12 max 6 N2031`I6) " 6.0 max 4.8 Blaine fineness(m',kg) A 260 min 383 Fe2O3(%) A 6.0 max 3.4 %Passing 325 mesh 72 mini) A 96.8 C4O(%) A A. 64.7 Autoclave expansion(%) 1.0 Max 0.80 Max 0.10 MgO(%) 5.0 max 6.0 max 0.7 Compress■va strength hlPa(PSI) min: min: S03 1%) 3,0 max 3.0 max 2,8 1 Day A '' 14,9(2160) Ignition lose(%) 3.0 max` 3,5 max 2.9 3 Days 14.5 12.0 27.4(3970) Na2O(%) A A 0.22 7 Days 20.0 19.0 352(5100) 1(20)%) A A0.34 28 Days 26.5 " 43.5(6310)1 Insoluble residue(%) 1.5 max 1.5 max 0.40 Time of salting(minutes) CO2(%) A A 2.0 Vicat Initial not less than 45 45 100 Limestone(%) 5 max 5,0 max 4.6 Final not more than 375 375 177 CaCO3 In IMnestone(%) A 70 min 96 Meat of hydration(ca&g) Inorganic processing addition(%) A 5.0 max 0.8 7 Days A A 89.8e (Haghouse Dust) Potential phase composaion(%1c CIS A 4 57 C2S A 4 13 C3A 't 8 max 7 C4AF 4 " 10 cart!+z(C3A) A A 24 C3S•4,75(C3A) 'i ' 90 OPTIONAL REQUIREMENTS ASTY C 150 Tables 2 and 4 CHEMICAL PHYSICAL Spec.Limit Spec. rest tiler emit Spec Test Item Type GU Lima Result Item -you GU Limit Result Equivalent alkalies(%) 0.60 max 0.44 False set(%) 50 min 88 °Not applicable. 'Test result represents most recent value and is prowled for Information only. "Adjusted per A1.6. DFineness: 45pm sieve,maximum%retained,28. 'The reported 28 Days are for the previous production period.. 'An ignition less of 3.5%maximum is allowed provided the cement at 550 t 25°C,show a loss in mass of no more than 3.0%. ADDITIONAL DATA Inorganic Processing Addition Dale Type Baghouse Dust Amount(%) 0.8 Si02(%) 14.6 N203(7) 6.5 Fe203(fib) 1.5 Ca0(%) 40.9 SO3(%) 0.7 Base Cement Phase Composition C3S(%I 61 C2S(4.01 14 C3A Mt 7 C4AF(%l 11 We certify that the above described cement,at the time of shipment meets the chemical and physical requirements of the ASTM C150/C150M-18 specification and the CSA A3001-13 Type GU spec�cation- � Cf � Signature. Title Chef Chemist Edward C.Rafecz 3801 E Marginal Way S,Seattle,WA 98134; Ph;(206)623-5596; Fax:(206)623-5355 • Engineer.Addition • 0 Wathington State Department of January 10,2022 Qualified Product List Contractor Product Information Contractor: Contract No: Sub Contractor: Date: Bid Item: Manufacturer: .Ash Grove Cement Company - Seattle, WA Product Name: Portland Cement Type I, Type I/II low alkali, Type III ; (AASHTO M-85, ASTM C-150) Standard Spec : 9-01.2(1), Concrete - Portland Cement Product Description : Manufactured —Seattle, WA: Portland cement Type I,Type I/II low alkali; Distributed from: Seattle, WA, Portland, OR-and Spokane, WA—Portland cement Type III distributed from: Seattle,WA,and Spokane, WA, Product Restriction : Acceptance Code: 2525 Code Description : Acceptance based upon the cement Manufacturer's Mill Test Report number being: shown on each concrete producer's certificate of compliance. Last Updated : Sep'24, 2012 To be completed by the field inspector: Quantity: Verified By: Date: