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 - A76 - Extruded Curb
AlIlk Washington State V/ Department of Transportation Request for Ap roval of Material Contract Number - FA Number N/A SR Duvall Ave N E Date CAG 20-065 _ __.__- _ _ 8/20/21 Section/Title of Project Duvall Ave NE. County King Contractor Reed Trucking & Excavating, Inc. Subcontractor Stripe Rite, Inc 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# 002A PE Use Bid Item Material or Name and Location of Fabricator, - Specification PEIQPL Hdgtr./QPL •HQ Use No. Product/Type Manufacturer or Pit Number_ Reference Code Code A76 . Curb CalPortland 9-01.2(1) 11 Portland, OR i Project Engineer/Representative • Date State Materials Engineer/Representative Date �— 12/19/2022 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: ©Miscellaneous Criteria. 4,000psi compressive strength at 28 days required Remarks (PE): Remarks (HQ): DOT Form 350-071 Pr sect Engineer Distribution Revised 03/2021 Contractor ❑Region Operations Engineer El Fabrication Inspection ❑Region Materials State Materials Lab-MS 47365 Milk � Washington State Concrete Mix Design rI/ Department of Transportation 'Contractor Submitted By Date Stripe Rite 6/4/2015 Concrete Supplier Plant Location CalPortland Inc. Taylor Way Contract Number Contract Name This mix is to be used in the following Bid Item No(s): .Concrete Class: (check one only) ❑ 3000 0 4000 0 4000D a ❑4000P a El 4000W ❑ Concrete Overlay 0 Cement Concrete Pavement d • Other 3000 PSI Extruded Curb Remarks: MAX SLUMP=2" Mix Design No. 33841 Plant No. 255 Cementitious Materials Source Type,Class, or grade Sp. Gr. Lbs/cy, Cement Ssangyong Cement Type I-II J 3.15 564 V Fly Ash a GGBFS __ _ ___ Latex Microsilica Concrete Admixtures Manufacturer Product / Type Est. Range / (oz/cy) Air Entrainment W.R. Grace Daravair 1000 11 ' �1, 0.1 -25 oz/cwt Water Reducer High-Range Water Reducer Set Retarder BASF Pozzolith 100XR V _ D-WRA&RET 0.1 -5 oz/cwt Other Water(Maximum) 208 (Ibs/cy) Is any of the water Recycled or Reclaimed? Yes' El No ■ Water/Cementitious Ratio(Maximum) 0.37 Mix Design Density: 147.79 lbs/cfd Design Performance 1 2 3 4 5 Averagef 28 Day Compressive Strength 3025 3210 3180 3500 3110 3,205 (cylinders)psi _ 14 Day Flexural d _ Strength (beams)psi Ag ncy use only: Check appropriate box This mix design Meets Contract Specifications and may be used on the bid items noted above. ❑ This mix design Does Not Meet Contract Specifications and is being returned for corrections. Reviewed By: (PE Signature) 12/19/2022 (Date) 4,000psi compressive stren•th at 28 days re•uired DOT Form 350-O4O EF •i ib. o . o on. - . tr. o Revised me Copies To- State Materials Lab-General Materials Eng.;Regional Materials Lab;Project Inspector Combined Gradation Chart Concrete Component Component Component Component Component Combined Aggregates 1 J 2 3 4 5 Gradation ' r.rr/�,v;ri ' WSDOT Pit No. B-335 " ///f / // WSDOT ASR 14-Day i vi':' of El Yesi '•///'/, ,•,v Results(%)b .//i'//.• ' '�� ❑No ElYes ❑No ElYes ❑No CI ❑No ❑Yes ❑No /�����,//�'r :1�(jj:nr i�.ii > ° WSDOT Class 2 '. j jam, Grading rr� �'///,/4 BLD SAND Percent of Total Aggregate 100 100% Specific Gracvity 2.65 y Lbs/cy(ssd) 3240 Percent Passing 2 inch 100.0 - - - - 100.0 1-1/2 inch 100.0 - - - - 100.0 1 inch 100.0 - - - - 100.0 3/4 inch 100.0 - - - - 100.0 1/2 inch 100.0 - - - - 100.0 3/8 inch 100.0 - - - - 100.0 No.4 100.0 - - - - 100.0 No.8 86.0 - - - - 86.0 No. 16 65.0 - - - - 65.0 No.30 44.0 - - - - 44.0 No. 50 15.0 - - - - 15.0 No. 100 4.4 - - - - 4.4 No.200 1.5 - - - - 1.5 Fineness Modulus: 2.86 (Required for Class 2 Sand) ASR Mitigation Method Proposedb: • Notes: a Required for Class 4000D and 40D0P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20%-Incidate method for ASR mitigation_ For expansion of 0-21%-0.45%,acceptable mitigation can be the use of Io'.v alkali cement or 25%type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45%expansion,proof of mitigating measure,either ASTM C1260/AASHTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04%or less,mitigation is not required. C AASHTO No.467,57,67,7,8;WSDOT Class 1,Class 2;or combined gradation. See Standard Specification 9-43_1_ d Required for Cement Concrete Pavements. • e Attach test results indicating conformance to Standard Specification 9-25.1_ f Actual Average Strength as determined from testing or estimated from ACI 211_ DOT Farm 350-040 EF Revised ece . . . . .. . p. 4 5,900'w-imaiginal:Way SO.. CALPIATLAND Vy A 98106. '01W 206143075. Certificate of A0alksis Source i siangyort,i.SaKbked, (lire-heaiby certilY that :all'ortlanci(Lot ff.1.5439$Type lill'I.ow Alkali cemeat-knects the standard requirementso.4 XSTMt.!1504bil...tYPe.land ripe,It tow alkali-CeMeni.Additionally talilortlatid'TYpe:Ii.11-Low.AJka4'segicatmcm 85 TYpe.1-ceMeni. Following aie...thechemieal:and.physical'tes-ting results,o1Mis.ccipeat, AgT1VIi,(-1,$0: requirements . .... .. _ :Chornic4 kquiremOtS: -Additional' Liptif 01139; Cape Moreton T$Tig.I TYi)d.IE. Restilts. Data. 12e44ironients RalifirqtnOits -Liinestolie Si[ippru.4ipktdc,(Sip4 '4.7 -- 20:4' '7.8 AlUaliatalt.:91,40.(A1203..),max.11Q; ..7-.‘ 60 45 :28, i'q!•ic:ojd'e(Felt)"..1),inaN:.-.0.(ii: (Note I) .:'L', 6:0. •li .1,4 Calcium Oxide(CaO '--- --.-:,- 16S.7 46:9 Mqg-n(70:•Inl,t??4;.040i,1114x-% 6'A.) "6.0 2.g 28, Salim.itiOkide:;(S,0 ),.'inaNv% :i'6 i'.0 i.•9 0 0 . . Loss'PR'l.g1)4-* :mN.--% ),O 13.O.:: 1.5- inkilybkrOilyg;•.;max„,% 0;1"5'• .6.7 ..,-. '0'.'3$ •. • Base .....,. ... b:66 '.0.:48. Cement'AlkalieS.:(1<lak)+008 1.(4.0).,:mii4xkr.b4 060- ,.., .,_ .._. .., ti-icalCiiiiii••411646("e3S).% .-- ---DrealaiSilidife•'(024% -.-- ,,-- 14- 14. 'Triall'ciiiin diiitiiilat“C3A);'rfia0A. 8 6 7' rOtracal•P'41.1;1.1.410 inptkrritpse.4.-4---.p) % :..., 9 10 1:0 'VCaCtb in limestone mitt, 70 70 85 .,. iOmest9ne ma .-. 5..0 S:O. 2.8 Physical RettuirentatS Air.c-orkfittemOrtaf;_inni•.-% 12. 12 7 Paiiii-45'firn'0/325),gWe,% , .-.-- 98 Olaine:.Finbri*,..rnii-l.m.-ik,g ,26() 260; 418. kattiOlaye.,045atisrpri..tirm*,..-,°4 0,8Q ;OM. coinpre§si96s,te.dogstiligi,Mpa.mi 1).. POTsi --- 2515 psi. "Mpa.: --- . fl.: • MN q'oqy 0 i'MO _L45-6 400: psi 14a. l'I i 6 2g.0.. ... •Mpa,. 7 Day.psi 2760 16, ,..,. . •5-. -p0. *a., i91 17 ,36:./ Mpa 1.8:Dqr.P.0 ... . 06/0 1 Mpa -.....,...., ,. . .#.VALUE! Mpa Vi-eat's6t in iiiilitfidg .451.6375 45.to 375 135 -i4oiel:x.sive[so.Thief f.'Noic.B.,Dfoeitiofapply i4en,the oiuional;ill eate iCsistancejiiiii iii tibieA isAnaed, . , . . . pate M4Yq6.,:2P:1 Director of technic ..,.Services, Pacific NW And Canada cement Division W.R. Grace 62 Whittemore Avenue GRACE Cambridge, MA 02140-1692 T 617-876-1400 grace.com/construction Date: 9/3/2014 Diego Coca CalPortland Seattle, WASHINGTON Project Name: All Product Selected: Daravair® 1000 This is to certify that Daravair 1000, a Air Entraining Agent, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260, AASHTO: M154. Daravair 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. G. Terry Harris Manager of Technical Services, North America Concrete BASF The Chemical Company May 15, 2014 CalPortland Seattle,Washington 98106 Attention: Diego Coca Project: General Project location: Seattle Certificate of Conformance MasterSet®R 100 Admixture(formerly Pozzolith 100 XR) BASF Corporation*Admixture for Concrete *(successor in interest to BASF Construction Chemicals, LLC ,which is successor by merger to BASF Admixtures, Inc.,formerly known as Degussa Admixtures, Inc.,formerly known as Master Builders, Inc.) I, Richard Hubbard, Sr.Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio,certify: That MasterSet R 100 admixture is a BASF Corporation Set Retarding Admixture for concrete; and That MasterSet R 100 and Pozzolith 100XR admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterSet R 100 admixture; and That MasterSet R 100 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00014 percent(1.4 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds)of cement;and That MasterSet R 100 admixture meets the requirements for a Type B, Retarding and Type D, Water-Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194,the Standard Specification for Chemical Admixtures for Concrete,as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87. Richard Hubbard Sr.Technical Marketing Specialist, BASF Corporation BASF Corporation Master 23700 Chagrin Boulvard Cleveland,OH 44122 Builders 216 839-7500 ph 1J www.masterbuilders.com Admixture Solutions Aggregate Source Approval Report. https://wsdot.wa.gov/b;'' ,rtts/ASA/ASAReport.cfm?prefix=b&pit_no=335 WSDOT MATERIALS LAB 12/19/2022 Aggregate Source Approval Report Owner: Glacier Northwest Aggregate Source: PS-b-335 Lessee: Known as: DuPont Pit Located in: A part of Section 22 and 23 Section 23 T19N R1E County: Pierce Address: Remarks: Mineral Agg.and Surfacing: Test Date: 02/25/2020 Expiration Date: 02/25/2025 Absorption:0.75 Apparent Sp.G.:2.778 Bulk Sp.G.(SSD):2.741 Bulk Sp.G.:2.721 Deg:76 LA:12 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 HMAOtherCourses HMA Wearing Course Maintenance Rock Permeable Ballast Acceptance tests need to be performed as necessary. Aggregates for Concrete: Test Date: 03/09/2020 Expiration Date: 03/09/2025 ASR-14 Day: ASR-One Year:0.026 CCA Absorption:0.82 CCA Sp.G:2.701 Deg:61 FCA Absorption:1.48 FCA Organics:1 FCA Sp.G:2.668 LA:11 Remarks: 1-Year ASR Results Expire 2/11/2026 Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Acceptance tests need to be performed as necessary 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: 1 of 2 12/19/2022, 12:24 PM Aggregate Source Approval Report. - https://wsdot.wa.gov/U-""wits/ASA/ASAReport.cfm?prefix=b&pit_no=335 NOT Approved for: Quarry Spalls Riprap Rock for Erosion and Scour Protection Rock for Rock Walls Stone 9-27.3(6) Streambed Aggregates: Test Date: 02/25/2020 Expiration Date: 02/25/2025 Absorption:0.75 Apparent Sp.G.:2.778 Bulk Sp.G.(SSD):2.741 Bulk Sp.G.:2.721 Deg:76 LA:12 Remarks: Currently Approved for: Streambed Aggregate Gravel Borrow for Structural Earth Walls: Test Date: 02/25/2020 Expiration Date: 02/25/2025 Bulk Sp.G.(SSD):2.741 Deg:76 LA 12 Remarks: For geosynthetic reinforcement,the gravel borrow shall be tested for pH prior to placement.For metallic reinforcement,the gravel borrow shall be tested for pH,resistivity,chlorides,and sulfates prior to placement.-If the resistivity of the backfill material equals or exceeds 5,000 ohm-cm,the specified chloride and sulfate limits may be waived.If the aggregate source has variable quality,additional testing may be required.Contact the Regional Materials Engineer or the State Geotechnical Engineer for direction. Currently Approved for: Gravel Borrow for Str 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 Commercial Concrete Aggregate 6-02.3(2)B 2 of 2 12/19/2022, 12:24 PM I4; Washington State Depastnent of Transpertation Request for Ap rova9 of Materua9 Contract Number FA Number SR Date N/A Duvall Ave NE CAG 20-065 7/19/2022 Section I 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 PEIQPL 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 O 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 (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 ANIL 1,7" Washington Wide 1; DeParimant TirinsPetritalfcco Concrete Mix Design Contractor Submitted By Date Concrete Services Inc. Char 03/012022 Concrete Supplier Plant Location 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 V Remarks: WST)OT 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 I j Delta, B.C. ASTM C 595 Type IL(15) '' I 3.15 470 Y, Fly Ash a Boundary Dam Calgary,A.B. ® F ❑ C Alkali % _ 2.56 94 ✓ GGBFS (Slag)a ❑ 100 ❑ 120 Ni Concrete Admixtures Manufacturer Product Est. Range (oz/cy) Air Entrainment Master Builders MasterAir AE 90 V 0.25-10 Water-Reducing Type A n Master Builders MasterPozzolith 80 1-40 Water-Reducing, High Range Type F n Master Builders MasterGlenium 7500 1-50 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 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 ❑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 A189 A189 Source Expiration Dateb 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 100 100� 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 � 6.80 94.9 J No. 4 99.11 0.50 12.3 No. 8 89.1 / 0.20✓ 1.10 V No. 16 70.2 V 0.20 0.30 No. 30 46.5 0.20 0.30 No. 50 15.6 � 0.20 0.30 No. 100 3.60 J 0.20 0.30 No. 200 1.10 0.00 0.10 Fineness Modulus: 2.76 wired for Clads 2_Sa�d� Proposed ASR Mitigation Method Tha Lisp oi;low Alkali cement Alt Method, see test result from ASTM C1567 Notes: 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 L.EH/GH .IElDELBERGCEMENTGrouo 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 11111W0WPIMINNO94 2.56 0.59 1.052 22.76 lbs. B.S.Mst. ]f1s...,a,ab-Sunn1xJ Jan-20,,0) 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. i 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 3 45370 3550 3550 06/24/20 7 58700 4600 11 " 7 58860 4610 4610 07/15/20 28 77730 6090 "" 28 76760 6010 6060 "" 28 77800 6090 08/12/20 56 0 "" 56 0 0 Remarks: Bon/Peter. 90029111 std C-17299 paperwork used for water and reporting. Mix batched with 240 lbs/yd(6.50 lbs)water. TEST METHOD FOR DETERMINING THE EXLImap 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 9805-2 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 0.30 I I I — MOOT 16-day Expansion Limit 025 • ` —+—Fine Aggregate(A189) 0.20 ° 0.15 a B 0.10 0.05 100 r--- 0 2 4 6 8 10 12 14 16 18 TIME(Days) Expansion I elo) 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)test specimens after 16 days Is 0.18%which Is below the maximum expansion limit of 0.20%as per WSDOT. ffk Reportedby: TM Reviewed by: CCrI_ I +r` Gene Lecuyer,P.Eng-Materials Engineer Rastas pertain only Io the sarnple(s)provided end conalilulee a testing service only,Enginaaring interpretation or evaluation of the lest results will he provided upon written request only. EXL Engineering Materials Tasting Lab, Unit N109-7198 Vantage Way,Delta,BC V4G 1K7•PHONE 778-378-9054•EMAIL glecuyer©exlengineering,cem . y 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/bizJmats/ASA/ASAReport.cfm?prefix=CA&pit_no=7 6/11/2021 Aggregate Source Approval Report. Page 1 of 3 I 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 Fne o r 1k ggp s 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 —.. ,___..).,_\._._,\--_,),—..2 _),..—x...__X....),.__>, ' __,),..___X_X_X__),._..),—.),..._}‘,._,),—x_..),.._,..,_.)._. __? NOT approved for: Riprap,Quarry Spells,Rock for Rock Wall,Erosion and Scour Protection: Test Date: Expiration Date: https://wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pit_no=189 6/11/2021 National Ready Mixed Concrete Association Vir 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 �, 410 .../) . -52/c.,______, Signature of Licensed Professional Engineer Vc k. eovaw. 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. l l �7l�L---mi 1./ —. L}:g--- afore C pany Official ittle 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 II: 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 II/ 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 completeat 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# 087 Bid Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference. Code Code A76 REBAR#3 Nucor Steel- Seattle,WA 8-14.3(5) 2 Project Engineer ( . Date State Materials Engineer Date �- J 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'Approver 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: #3 rebar for Extruded Curb per Detail Sheet RD10 Each delivery of rebar shall be tagged with Heat#/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 r1 L.i C O Fr 03/29/2021 Lot#:350001727520 2424 SW ANDOV.ER 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# 35017243-1.1 Product Group Rebar Product# 3057259 Grade A615 Gr 60 Lot# 350001727520 Size #3 Heat# .3500017275 BOL# BOL-732373 Load# 654592 • Description Rebar#3/10mm A615 Gr 60 20'0"[2401 2001-6000 lbs Customer Part# Production Date 03/23/2021 Qty Shipped LBS 4060 Product Country United States Qty Shipped EA 540 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:03/23/2021 C(%) Mn(%) P(%) S(%) SI(%) Ni(%) Cr(%) Mo(%) Cu(%) V(%) Nb(%) 0.42 0.85 0.014 0.039 0.17 0.15 0.18 0.03 0.36 0.005 0.002 Mechanical Average Bend Test Total Deformation Elongation at Height(IN) Maximum Force(%) (1) - 0.024 Pass 09.8 Tensile testing Elongation in Tensile(PSI) Yield(PSI) 8"(%) (1) 10.9 115704 75603 Other Test Results Weight Percent Variance(%):-1.30 Tensile/Yield Ratio : 1.53 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 1 of 1 Erik Nissen,Plant Metallurgist TWashington State Deportment 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 r 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 Hdqtr./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 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 IX] 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 PRODUCT W. R. MEADOWS.. DATA . °11111 , MasterFormat:03 39 23 NO.372 JUNE 2013 (Supersedes July 2004) 1300-CLEAR Water-Emulsion, Wax-Based Concrete Curing Compound DESCRIPTION PACKAGING 1300-CLEAR water-emulsion, wax-based 5 Gallon(18.9 L)Pails concrete curing compound is an excellent cure for 55 Gallon(208.2 L)Drums interior,exterior,horizontal,and vertical concrete 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 w«u.Hrmeadows.com. and coverage, but will generally dry in one hour. Restrict foot traffic for at least four hours. Twelve hours is preferable. 0 Cleanup...Prior to drying,equipment may be easily cleaned with soap and water.Once dried, pew(use mineral s irits or other suitable troleum rr:nmentaliy ogeeRes a�a praocxuP Pe CDncrotr IMAurm�nce 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 W.R. MEADOWS,INC.warrants at the time and place we make shipment,our material will be of 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. 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 .4111 IL •TWashington State i 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. WiWashington State rm 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- 1100 WR Meadows 9-23.2 10 Clear Sealtieht Project Engineer Date 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 085E for 1300 Clear with approved Lot#s 11.Miscellaneous Acceptance Criteria. Remarks: Project Engineer Distribution State Materials Engineer Distribution IX Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer 0 State Materials Lab 0 Other O Fabrication Inspection M/S 47365 DOT Form 350-071 EF Revised 12/2008 sp ` DD W. R. MEADOWS dimr— S 11111� MasterFormat:03 39 23 EArriGHI 1 NO. 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 l-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/L). 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° - C), optimum performance and best use always recommended. is obtained within one year of date of manufacture. FEATURES/BENEFITS SPECIFICATIONS • When properly applied, 1100 produces a •premium-grade film, which optimizes water A M 148,Type 1,Classes A&B retention. (Type 1-D also available) • ASTM C309,Type 1,Classes A&B • Furnished as a ready-to-use, true water-based (Type 1-D also available) compound. • 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, CARB, • 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/ST.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 ■ EQc2:Low-Emitting Materials[For Healthcare and Drying Time ... Typically dries in 1 - 2 hours, Schools(exterior-applied products)ONLY] depending on jobsite conditions (temperature, % relative humidity, wind, etc.) Restrict foot traffic for at For most current data sheet,further LEED least four hours.Twelve hours is preferable. 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 •er W.R.MEADOWS,INC.warrants at the time and place we make shipment,our material will be of �' \_ 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. 4;� 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 2017 12/17-500 "TWashington State r 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 ,m Washington State VW Department of Transportation Request for Approval of Material Contract Number FA Number [SR Date CAG 20-065 3/7/2022 Section J 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 OnI submittal it may be returned for information that was omitted. y For assistance In completing,see instructions andfkample RAM 1 Sid Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr./QPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code A-73 04C3A_ Miles Sand&Gravel 10 47477 0442A Miles Sand & Gravel 2 k-&2-04 Cement Type 1/11 Ash Grove Seattle 9-01 2525 FlyAsh-Type GU & I-II Ash Grove YP 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 ,PS4B-329 Canyon Road ASA Project Engineer ,. , Date State Materials Engineer Date 3/2112022 Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1.Acceptance Criteria: Acceptance based upon'Satisfactory'Test Repoli for samples of materials to be incorporated into project. 0 -.«:ptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. 3.Acceptance Criteria: Catalag.Cuts for'Acceptance'prior to use of material. Catalog Cut Approved 0 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. ID ApprovalWthhetd: 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 BI 42. Project Engineer Distribution State Materials Engineer Distribution DI Contractor ❑Region Materials 0 General File ❑Signing inspection ❑Region Operations Engineer ❑State Materials Lab ❑Other ❑Fabrication Inspection MIS 47365 DOT Form 350-071 EF Revised 1212012 Washington State �1 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 Ate, A-74-77 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 Pozzolith 80 9-23.6(2) 2525 Master Builders Water Reducer Type F MasterGlenium 7500-Master Builders 9-23.6(1) 2525 Fine Aggregates cA7,'D351,D336, 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 I Project Engineer 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. 10. 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 ®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 12/2012 .; VWashington State Department of Transportation Request for AA roval of Material Contract Number FA Number NSA SR Duvall Ave NE Date 8l20/21 CAG 20-065 Section/Title of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. Subcontractor g Stripe Rite, Inc This form shall be completed prior to submittal.If this form is not compete at time of submittal it may For Wcnn-r Use Only be returned for information that was omitted. RAM# 002 PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use No. Product/Type Manufacturer or Pit Number Reference Code Code A76 Curb C and 9-01.2(1) Portland, OR 10 Project gineed•elresentative Date State Materials Engineer/Representative Date --"' am- 3124i LI :pta r ce Action Codes for use by Project Engineer and State Materials Laboratory 1. A cepta e teria: 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: 11. Miscellaneous Acceptance Criteria. Remarks (PE): Extruded curb shall be CL 4000 concrete Remarks (HQ): DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365 Extruded curb shall _ Washington State be CL 4000 concrete Concrete Mix Des i g r Department of Transportation Contractor Submitted By Date Stripe Rite 6/4/2015 Concrete Supplier Plant Location CalPortland Inc. Taylor Way Contract Number Contract Name This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) ❑ 3000 0 4000 0 4000D a ❑4000P a ❑4000 0 Concrete Overlay 0 Cement Concrete Pavement d • Other 3000 PSI Extruded Curb Remarks: MAX SLUMP=2" Mix Design No. 3384 Plant No. 255 Cementitious Materials Source Type,Class,or Grade Sp.Gr. Lbs/cy Cement Ssangyong Cement Type I-II 3.1,5 564 Fly Ash a GGBFS Latex Microsilica Concrete Admixtures Manufacturer Product Type Est.Range (oz/cy) Air Entrainment W.R. Grace Daravair 1000 ���������//�i 0.1 -25 oz/cwt Water Reducer High-Range Water Reducer Set Retarder BASF Pozzolith 100XR D-WRA&RET 0.1 -5 oz/cwt Other Water(Maximum) 208 (Ibs/cy) Is any of the water Recycled or Reclaimed? Yes' ❑ No ■ Water/Cementitious Ratio(Maximum) 0.37 Mix Design Density: 147.79 Ibs/cfa Design Performance 1 2 3 4 5 Average' 28 Day Compressive Strength 3025 3210 3180 3500 3110 3,205 (cylinders)psi 14 Day Flexural d Strength (beams)psi Agency use only: Check appropriate box ❑ This mix design Meets Contract Specifications and may be used on the bid items noted above. ❑ This mix design Does Not Meet Contract Specifications and is being returned for corrections. Reviewed By: (PE Signature) (Date) DOT Form 350-040 EF Distribution: Original- Contractor Revised 6100 Copies To- State Materials Lab-General Materials Eng.;Regional Materials Lab;Project Inspector iJ Combined Gradation Chart Concrete Component Component Component Component Component . Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No. B-335 % / WSDOT ASR 14-Day y Results(/o o )b ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑yes ❑No WSDOT Class 2j Grading c BLD_SAND Percent of Total Aggregate 100 100% Specific Gracvity 2.65 Lbs/cy(ssd) 3240 Percent Passing 2 inch 100.0 - - - - 100.0 1-1/2 inch 100.0 - - - - 100.0 1 inch 100.0 - - - - 100.0 3/4 inch 100.0 - - - - 100.0 1/2 inch 100.0 - - - - 100.0 3/8 inch 100.0 - - - - 100.0 No.4 100.0 - - - - 100.0 • No.8 86.0 - - - - 86.0 No. 16 65.0 - - - - 65.0 No.30 44.0 - - - - 44.0 No.50 15.0 - - - - 15.0 No. 100 4.4 - - - - 4.4 No.200 1.5 - - - - 1.5 Fineness Modulus: 2.86 (Required for Class 2 Sand) ASR Mitigation Method Proposedb: Notes: a Required for Class 4000D and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 020%-lncidate method for ASR mitigation_ For expansion of 021%-0.45%,acceptable mitigation can be the use of low alkali cement or 25%type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45%expansion,proof of mitigating measure,either ASTM C1260!AASHTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04%or less,mitigation is not required. C AASHTO No.467,57,67,7,8;WSDOT Class 1,Class 2;or combined gradation. See Standard Specification 9-03.1. d Required for Cement Concrete Pavements. e Attach test results indicating conformance to Standard Specification 9-25.1. f Actual Average Strength as determined from testing or estimated from AC1211. DOT Form 350-040 EF Revised 5108 CP R I LAN S 590 W Marginal Way So. Seattle,WA 98106 PM Certificate of Analysis Ft/066764-ii76 Source: Ssangyong,So Korea We hearby certify that CalPortland(Lot P 15-139)Type I/II Low Alkali cement meets the standard requirements of ASTM C 150 for Type!and Type II low alkali cement.Additionally CalPortland Type I/II Low Alkali cement meets the requirements of AASHTO M-85 for Type I cement. Following are the chemical and physical testing results of this cement. ASTM C-150 requirements Chemical Requirements Additional Lott/ 15-139 Cape Moreton Type! Type II Results Data Requirements Requirements Limestone Silicon dioxide(SiO2) --- --- 20.4 7.8 Aluminum oxide(A1203),max.% --- 6.(1 4.5 2.8 Ferric oxide(Fe2O3),max.% (Note 1) --- 6.0 3.1 1.2 Calcium Oxide(CaO) --- -- 63.7 46.9 Magnesium oxide(MgO),max.% 6.0 6.0 2.5 2.8 Sulfur trioxide(SO3),max.% 3.0 3.0 2.9 0.0 Loss on ignition.max.% 3.0 3.0 1.5 Insoluble residue,max.% 0.75 0.75 0.35 Base Alkalies(Na2O+0.658 K20),max.% 0.60 0.60 0.48 Cement "Tricalcium silicate(C3S)•% --- --- 58 60 Dicalcium Silicate(C2S)% --- --- 14 14 Tricalcium aluminate(C3A),max.% --- 8 6 7 Tetracalcium aluminoferrite(C4AF) % --- - 9 10 %CO2 --- --- 1.0 %CaCO3 in limestone min. 70 70 85 %Limestone max. 5.0 5.0 2.8 Physical Requirements Air content of mortar,max.% 12 12 7 Passing 45 urn(#325)sieve% --- --- 98 Blaine Fineness,min m21kg 260 260 418 Autoclave expansion,max.% 0.80 0.80 0.03 Compressive strength psi,Mpa,min. 1 Day psi --- --- 2515 psi Mpa --- --- 17.3 Mpa 3 Day psi 1740 1450 4190 psi Mpa 12 10 28.9 Mpa 7 Day psi 2760 2470 5255 psi Mpa 19 17 36.2 Mpa 28 Day psi 06/01 psi Mpa #VALUE! Mpa Vicat set in minutes 45 to 375 45 to 375 135 Note I:ASTM C 150.Table I.Note B,Does not apply when the optional sulfate resistance limit in Table 4 is specified Dale May 26,2015 gee...AZ:42 Director of Technic Services Pacific NW and Canada Cement Division i. ,,, • , W.R. Grace 62 Whittemore Avenue G Cambridge, MA 02140-1692 T 617-876-1400 grace.com/construction Date: 9/3/2014 Diego Coca CalPortland Seattle, WASHINGTON Project Name: All Product Selected: Daravair® 1000 This is to certify that Daravair 1000, a Air Entraining Agent, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260, AASHTO: M154. Daravair 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. G. Terry Harris Manager of Technical Services, North America Concrete BASF The Chemical Company May 15, 2014 CalPortland Seattle,Washington 98106 Attention: Diego Coca Project: General Project location: Seattle Certificate of Conformance MasterSet®R 100 Admixture(formerly Pozzolith 100 XR) BASF Corporation*Admixture for Concrete *(successor in interest to BASF Construction Chemicals, LLC ,which is successor by merger to BASF Admixtures, Inc.,formerly known as Degussa Admixtures, Inc.,formerly known as Master Builders, Inc.) I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio,certify: That MasterSet R 100 admixture is a BASF Corporation Set Retarding Admixture for concrete; and That MasterSet R 100 and Pozzolith 100XR admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterSet R 100 admixture; and That MasterSet R 100 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00014 percent(1.4 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds)of cement; and That MasterSet R 100 admixture meets the requirements for a Type B, Retarding and Type D, Water-Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194,the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87. 6 %.:3),NoAsi/7A64 Richard Hubbard Sr. Technical Marketing Specialist, BASF Corporation BASF Corporation Master 23700 Chagrin Boulvard 8 44122 216 Builders 216 839-7500 ph www.masterbuilders.com Admixture Solutions