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ST0001-LR020204972 303 0872 Fed-, 04X32 02:43p Infr structure Services 972 "903 -0872 P.1 Intrastructure Services, Inc. 5202 Wyndham Court Garland, TX 75043 TO: City of Coppell ' ATTN :Larry Davis FROM: Philip Bennett RE: Creekview Drive & Freeport Parkway DATE: February 4, 2002 EST /JOB NO.: FAX: (972) 304 -3570 PHONE: Reply to: ISI Phone: (972) 240 -8064 Fax: (972) 303 -0872 REMARKS: The Mix Number 42 from Lattimore will have a minimum of 4,000psi in 28 days as stated on the design. Also, it states using 584 lbs of cement per cubic yard. Divide 584lbs by 941bs per sack of cement and it should be 6.21 sacks per cubic yard of concrete_ Thanks, Philip No. of Pages (Including Cover Sheet) Original will be mailed x Original will not be mailed File: Correspondence To (14510007) 3 Feb 01 02 12:40p Tnfrastructure Services 972- 303 -0872 p.2 Return to LETTER OF TRANSMITTAL ® Post Office Box 496448 Garland, Texas 75049 -6448 Phone 972 - 240 -8064 Fax 972 - 303 -0872 TO: Shrickel, Rollins and Associates, Inc. 1161 Corporate Drive West, Ste. 200 Arlington, TX 76006 GENTLEMEN We are sending you ® Attached The Following: ® Shop Drawings ❑ Specifications ❑ Copy of Letter Date: February 1, 2002 Job No. 14510007 Attention: Chris Schnitger Re: City of Coppell Creekview Dr. & Freeport Pkwy, Coppell, TX. ❑ Under separate cover via ❑ Prints ❑ Plans ❑ Samples ❑ Other THESE ARE TRANSMITTED AS CHE_.___ ® For Approval ❑ Approved as Submitted ❑ For Your Use ❑ Approved as Notod ❑ As Requested ❑ Returned for Corrections ❑ For Review and Comment ❑ FOR BIDS DUE 14 REMARKS: COPIES: Correspondence To (14510007) City of Coppell (Suzan Taylor) ❑ Resubmit Copies for Approval ❑ Submit Copies for Distribution ❑ Return Corrected Prints SIGNED: Philip Bennett Feb 04 02 02:43p Infrastructure Services 972- 303 -0872 p,2 02/04/2002 15:16 CITY 0, JPPELL ENGR. DEPT. -) 99723030872 N0.454 903 Feb 01 02 t2:35p Infrastructure Services 572-303-0872 p -2 LETTER OF TRANSMITTAL Return to ® Post Office Box 496448 Garland, Texas 75049 -6448 Phone 972 - 240 -9064 Fox 972 - 303 -0872 To: Shrickel, Rollins and Associates, Inc. l I61 Corporate Drive West, Ste. 200 Arlington, TX 76006 GEMEMEN We are tending you ®�qq Attached 1ho FOi19wing: �nl Shop omwings ❑ Specifications ❑ copy o) Leiter Date: February 1, 2002 job No. 14510007 Attention: Chris Schnitger Re: City of CoppeU Creekview Dr. & Freeport Pkwy. Coppell, TX. ❑ Undo separate cover via ❑ Frinh ❑ Plana ❑ 3amplet D Othor Copies Date or No. Description 1 Concrete Mix. Design (Hand Pour) - Mix Design Number 42 AM Ago M1 LA 1 7 2 - THESE ARE TRANSAA[TrED AS CHECKED BELOW: ® far approval ❑ approved as Submilled ❑ Rosubw4t Copies for Approval ❑ For yavr use ❑ Approvwd al Noted ❑ Submit Copies for Dishibutton [] As Requested ❑ Returned lot Comections ❑ RMum Corrected 1`1111ts ❑ raw awm w and comment ❑ [-] FOR BIDS 011E 14 REMARKS: COPIES: Correspondence To (14510007) City of Coppell (Suzan Taylor) SIGNED_ PhUin Bennett Feb 04 02 02:43p Infrastructure Services 972- 303 -0872 p.3 02/04/2002 15:16 CITY 0� _OPPELL ENGR. DEPT. a 99723030872 N0.454 1?04 rep 111 Ue 14.3bp infrastructure Services 972- 3Oa-UH-12 10•� LMC Client. Wrmstarnit n Serv; " Qara: 01- Feb -02 Project Cntekviaer Orsve Extension coppall. TUBS #Aaterials; cameal. ASTM C -160, Type 1 Fiyath; ASTM 0.619, CIS&S C CoussAgp.' ASTM C -33, $- -114 Crushed gone Fine Agg.: ASTV C -33, Contreto Sand Anmiouws: AsTM C-494. Typo A o, o ASTAA C-260 4 c- 0Qo yarA By Weight - M e� Persy 1►:" MIAL No. 42 N0111111, SICF A{r Cemee4 lbs 65+ Fly Asst, ms 0 mom C. Age.. lbs 185D Saed, no $332 Wales, The 237 WIR, at 2216 M M i Tetel Weight 3983 N0111111, SICF 147.52 WIG t2xGo, ! 0.42 Pty Ash, V. 0 40M Maxemwn Temp, do& 95 Slump, inches 3 -6 Air. % enlmined 3.5 i Lattimore Roadr ME *6MMOSCS 11u above ndx deatyrt WOO aettleve the apet:lliad str•noM orison tarrlsd and evaltiated In aeeadance with •STAR C -172, C -31, CJe cad C-04 an4 Welton the recommerolod precedume for ptacemuni and curing whined in ACI 305MIGs are follo.MOd. In accordance With ASTM C -94, lattlinon 1A00116'WO Go. faquNla that copier► Q(&11 strCtte{A tnte be forwarded to our Qw9 ty Corurot Oepartrttent. 8Fl 1AIrimore IvMate►ials rompany PO. Sox SS6•MG miry, Texas 75070.0556 (972) 221.4646 -(972) 569-0606 www.lmcfx.com i Feb 01 02 12:40p Infrastructure Services 972- 303 -0872 p.4 J7�wtllerbee-Walczak, Inc. CONSTWCT+ON MATERIALS TESTING REPORT NO: LM01- 5229fiagg REPORT OP: Analysis of Rne Aggregate FOR: Lattimore Materials PRO3ECT; Various Projects DATE: 11/5/01 METHOD: ASTM C33, 0117, C128, 075, D2419 MATERIAL SOURCE: Denton Blend Sand — Sto ckpife at Load Out SIEVE PERCENT SPECIFICATIONS SI ZE ?&S-Em PERCENT 3/8" 1 #4 96,3 95 -100 as 81.0 80-100 #16 74'5 50-85 930 38.4 25 -60 #50 14.5 5 -30 #100 7.3 0-10 FINENESS MODULUS a 2.93 SPECIFIC GRAVITY = 2.62 MINUS 200 s 2.9% DRY RODDED 101.1 ASSORBTION = .80/0 ("A 4 K,*- /Imj Curtis W. Hawk, C.E.T. 6900 So_ Freewoy. Suite A -1 - Fort Worth, Texas 76134 Office (817) 293 -0111 - Fax (817) 293 -5644 Feb 01 02 12:40p Infrastructure Services 4EZyEI1erbee-WQIczak, Inc. CONSTRUCTION MATERIALS TESTING REPORT NO: REPORT OF. FOR: PRO3ECT: DATE: METHOD: MATERIAL SOURCE: SIEVE SIZE 11/2- 1" 3/4" 1/2" 318- #4 #8 972- 303 -0872 p.5 1-1401- 5223ooagg Analysis Of Coarse Aggregate 1" - #4 Lattimore Materials Various Projects 11/5/01 ASTM C33, C117, C127 & 075 Bridgeport —1^ - ,#4 PERCENT EO�ING 100 95.1 71.4 36.9 70.7 3.8 .6 DRY RODDED UNIT WEIGHT= SPECIFIC GRAVITY _ MINUS 200 0 ABSORBTTON SPECIFICATIONS PERCENT PACING 100 95 -100 101.8 P.C.F. 2-66 .7% .3% 25 -60 0 -10 0 -5 CA- L, R, - /1rr;j Curtis W. Hawk, C.E.T. 6900 So. Freeway, Suite A -1 • Fort Worth, Texas 76134 Office (8 17) 293 -0111 • fax (817) 293 -5644 1 01 02 12:40p Infrastructure Services 972- 303 -0872 LMC MOM "I . .. -rwww�vllm r NNX NO" 42 DESIGN STRENC,T11: 4000 1 &I 14Jun -01 Slum 4.00 Air 3.7 o 85 7 7 Da 2844 Av Av J3 R4 7 -28 2 19jun -ol 4.75 2.6 88 3980 4070 3770 4100 3875 4680 ' o 220 Gain 1 3 4 20-Jun-01 4.50 4.5 89 4280 4210 4085 4245 5410 5220 5315 190 -18 1.30 5 21-Jun-01 25- jun-01 4.00 4.00 4.3 92 3880 3980 3930 4930 5180 4940 5010 4935 10 1.16 8 08.k�1 -O7 8.00 3.7 3.7 94 92 4100 3940 4020 5020 4890 4955 5115 4995 7 12Jul -01 5.50 87 3480 3880 3510 3780 3485 4430 4250 4340 4797 130 160 1.23 1.25 8 9 18Ju01 4.00 4.0 94 3440 3550 3830 3495 4390 4410 4400 4565 20 1.15 10 19Ju1 -01 25 -Jul -01 5.25 4.00 4.4 95 3220 3280 3250 4260 4540 4400 4470 11 27-Jul-01 5.00 4.0 4.1 99 95 3500 3540 3520 4350 4560 4455 4410 4428 140 1.38 12 91Ju1 -01 5.00 3.4 92 3350 3370 3590 3420 3470 4630 4540 4565 4503 210 90 1.27 1.32 13 14 09-Aug 01 5.00 4.0 91 3780 3770 3395 3765 4280 4090 4185 4408 190 1,29 15 10-Aug-()l 5.00 4.3 89 3770 3900 3835 4580 4600 4580 4453 20 1.23 16 16 -Aug -01 21- Aug -Ot 5.00 5.00 4.1 85 3870 3760 3825 4610 5050 4550 4980 4580 4452 60 1.19 17 23- Aug-01 4.75 5.0 4.2 93 92 3140 3130 3135 4140 4380 5015 4260 4728 4818 70 240 1.31 18 27- Aug -01 5.00 4.7 83 3460 3170 3820 3300 3840 4620 4640 4630 4635 20 1.36 1.27 19 10- Sep -01 5.25 4.3 83 3940 3880 3235 4470 4280 4375 4422 190 1.35 20 14-Sep-01 525 4 2 88 2830 2960 3910 2895 531 0 506b 5185 4730 250 1.33 21 22 20$ep.Q1 28 -Sep-01 5,00 5.50 40 78 4170 4280 4230 3980 5390 4040 5150 4010 4523 60 1.39 23 08.OM -O7 5.76 4.7 4.3 81 73 3950 3980 3965. 4790 4810 5270 4800 4822 4693 240 20 1.25 24 23 DOt'01 5.00 3.5 82 3880 3510 3870 3380 3665 3445 4450 4510 4480 4850 60 1.21 1.22 25 26 31-Oct -01 05- NOV-01 5.00 4.5 70 3470 3520 3495 4480 4260 4490 4180 4485 4588 10 1.30 27 07- Nov-01 4.00 6.00 4.8 3.8 74 2690 2970 2830 4580 4380 4220 4480 4395 4395 80 1.21 28 12 -Nov -01 4.50 3.5 75 75 3200 MO 3160 3180 3690 4140 4015 4238 20b 250 1.58 1.28 3870 3845 4630 4520 4575 4357 110 1.26 4.89 4.1 86 3818 STD. DEV. 4694 130 1.28 MOD. DEV. 356 ACJ 318 - 5.3.1.2 REQUIREMENTS: 360 (5.1) fCral'c +1.34s (52) f cr - tc + 2.33s - 500 4483 4339 1.8111imore Materials Connpany P.O. $ox 556-McKinrI,cy, Ttxas 75070 -0556 (972) 221 - 4646 -(972) 569 -4646 www.lmctx.com Feb 01 02 12:41p T-frastructure Services 972- 303 -0872 p.7 ISO 9000 Sika® AEA -15 QD Air Entraining Admixture DESCRIPTION Sika AEA. 15 admixture is a liquid solu- liOn of Concentrated organic materials. It has been tOrmufated and manufactured SPecitiCally to Provide stable and pre. diCtable air contents in Concrete, with unrform air bubble spacing throughout the concrete matrix. Sika AEA -15 meets the requirements of ASTM C -260 for air entraining admixtures andAASHTOM -154 APPLICATIONS Sika AEA -15 can be used whenever air entrained concrete is desired. Ready. mix. precast and block producers can all achieve optimum entrained air con- tents, even where harsh mixes are used or fly -ash is added to the mix. ADVANTAGES Air entrain.,pent is recognized as the most effective prevention against con- crete scaling in exposed environments. Air entrained concrete delivers particu- lar benefits in the form of increased concrete durability This is important in colder climates where frost and freeze - thawcycles ca n cause scaling and dam- age to the concrete surface Air entraining agents help to prevent scaling by creating millions of micro- scopic air voids, allowing water trapped in theCOncrele to expand when the concrete freezes - thus preventing cracks caused by natural expansion Entrained air voids in the concrete will alsoinCtease durability in harsh environments where concrete Is exposed to deicing salts sulfates. , marine saris and Workability and placeability are also irn- proved by the lubricating action of the microscopic bubbles in the Concrete. Concrete wilt flow better, and bleeding and shrinkage will be reduced because lesswaterianeededtoobtainthe desired Workability. 1 � DOSAGE Addition rated will vary depending on the air content require0 for a particular project Typicallyaircontents will b0 specified in the range o14 108 percent by volume. Other factors that may affect the amount of air entrained into the concrete include. but are t x1Uim ted t0, Cement contentdnd type, sand gradation, temperature and water Conte n( Sikarecomme rids that trial mix esbetesled whenever material or any other Changes are made that may affect the amount of entrained air. Dosage rates for Sika AEA -15 will typi• callyfal) between 1/4 arid III oz. /t001bs (16 - 65 ml /100 kg) of cement to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Combination with other admixtures, par - ticularlywater reducers and retarders. in tend to increase the arnount of entrained air Inthemix. Aircontents should beChecked With an air -meter otter batching anddosage ad)ustments made at the concrete plant. MIXING Measure the required quantity per batch manually or with automatic dispenser equipment. Add Sika AEA -t5 to mixing water or sand. Do not mix with dry Ce- ment. When usedin combination with other 1/97 admixtures. care must be taken to Cis. pense each admixture sepai dtely irno Ine Mix, PACKAGING Sika AF -A -15 is supplied in 55 gallon (208 liter) drums and bulk delivery STORAGEAND SHELFLIFE Sika AEA -15 rhOuld be Stcred at above 351F (21C) if frozen, thaw and agitate thorcughly to return to ItS normal state before use. Shelf life when Stored in dry warehouse conditions between SO'F and 80•F (10'C 27 °C) is t year minimum. I Skin and eye irritant: avoid con,act. The use of NIOSH/MSHA approved respirator, Safety gcggles andrubber gloves is roC- ommended Avoidbreath,ngproduct.Use with adequate ventilation. Remove con - laminated clothrng FIRST AID Wash skin with soap and water in case of eye contact, flush Wlth ware( for 1 minutes :cont actaphysician. 5 WzShclOt 5 ing before re -use, CLEAN UP Corta;n and Collect with absorbent .ma- terial. Dispose of in accordance with local, state and federal regulations. ASTM CERTIFICATION C -260 Air Entraining Admixtures COLOR Brown SPECIFiCGRAVITys(m7 1.02 = 0 O2 pH >8 CHLORIDES X. <0 1 Feb 01 02 12:41p I-- 'rastructure' Services 97';1- 303 -0872 P.8 tso 9000 DESCRIPTION Plastocrete 161 is a polymer -tYpe water. reducing admixture. Plastocrete 161 contains no Chlorides Plastocrete 161 meets the requirements of ASTM C-494 TYPeA and AASHTO W 94 Type A. APPLicATIONS Plastocrete 161 is recommended for use In all applications where high quality concrete with superior workability and normal setting times is required. NOW IT WORKS Plastocrete 161 water redUCing admix. lure provides an economical and highly effective means of reducing the amount of mixing water required to produce con- crete of a certain 'JUMP by acting as a diSpersant for the cement particles in the mix. Through this disperahng action more of the surface area of the cement particles Is available for early hydration. The more cement particles hydrated by contact With the mixing water, the greater the compressive strength of the concrete. ADVANTAGES Plastocrete 161 is formulated as a Type A water reducer to allow 7 - 10% water reduction and maximize the benefits of increased hydration in both the hard- ened and plastic states. BENEFIT,., A Reduced water content required to achieve desired Slump, increases compressive and flexural {trengths and allows the use of more economi- cal mixes. A Improved paste quality makes Con- crete easier to pump and finish. Plastocrete 161 Water Reducing Admixture (rype A) A ConsistenlnormalsettingOme ., through• Out The recommended dosage. • lower water Cement ratios provide decreased permea bllity and increased durability. Combination with other AdmIxturss- PlaStOcrete 161 works effectively as a Single admixture or In combination with otheradmixtures in the Sika System. When air entrained concrete is specified. Sika fecommends the uSe of Sika air entralnng agents. DOSAGE Addition rates of 3 -6 ft. oz. 11001ba. (195 - 390 mV100 kg) of cement are recom- mended ror general concrete applications where normal setting characteristics are desired. MIXING Plastocrete 181 is added at the concrete Plant. Measure required quantity manually orbyautomateddispenser. Addintothe sand at the weigh hopper orinto the water line at the batch plant. When used in cornbinatlon with oth erad- mixtures, care must be taken to dispense each admixture separately into the mix. Oo not mix with dry cement PACKAGING F4as(Ocrete 161 is supplied ,n 5s gallon (208 liter) drums and bulk delivery STORAGEAND SHELF -LIFE Plastocrete 161 should be stored at above 35.17 (21C), If frozen, thaw and agitate Thoroughly to return to normal state before use. Shear life when stored in dry warehouse conditions between WF and 80.17(10,C- 27'C) is one year minimum. Skin and eye irritant; avoicicontact. The use Of NIOSHIMSHA approved resptrator, aalelygoggtes and rubber gloves is rec- ommenced. Avoid breathing product Use with adequate ventilation. Remove con - taminAledcrothing. FIRST AID Wash skin withsoapandwater. Jncaseof eye Contact, Fl Ush with water for 1 S min utes; re -use. contact a physician. Wash clothing before CLEANUP Contain and colloCt with absorbent mate - nat, Dispose of rn accordance with local, state and federal regulations, ASTM CERTIFICATION ASTM C -4' 9� 4_ T_ y_ pe A COIOq Brown SPECIFIC GRAV1TygVmI 1.17 t 0.05 PH >8 CHLORIDES 9L CO. 1 1/9, Feb 01 02 12:41p Infrastructure Services 972- 303 -0872 11 t P.9 ISO 9000 DESCR1P77ON Plastiment is a water - reducing and re- tarding admixture. Plastiment contains no calcium chloride or any other inten- tionally added Chlorides. Plastiment meets the requirements of ASTMC -494 Types B and 0 andAASHTO M194 Types 8 and 0 APPLICATIONS Plastiment is reCOmmefldea for use when- ever high quailky concrete with predict- able and controlled set times is desired. Use in flatwork and horizontal or vertical slipform placements where a superior surface finish is required. ADVANTAGES PIa60ment is highly effective in hot w0athor concreting to offset the accei- orating effects of high ambient tempera- tures by controlling the heal of hydra- lion. Concrete workability is enhanced and a superior surface finish is obtained. HENEF[M • In mass concrete pours Plastiment controls temperature rise and reduces the risk of thermal cracking. • Initial set times are delayed. allowing time for proper placement and finish- ing without cold joints in hot weather conditions. A PlaStimentinc reasee concrete denslry and delivers increased early and ulti- mate- compressive and flexural strengths. M Plastiment Water Reducing and Retarding Admixture (Types B dr D) a, For tlatwork applications Plastiment acts as a finishing aid, workability is irnproued, blooding 19 controlledand n superior surface finish is obtained. ♦ Lower water Cement ratios provide decreased permeability and increased durability. Combination with other Admixtures: Plastiment works elteClively as a single admixture or in combination with other admixtures in the Sika System, r • I • DOSAGE Addition rates of 2 - 4 fl, oi. 1100 lbs. (130 -260 MI/100 kg) cement are rec- ommended for general concrete applica- tions. Where extended retardation is required dosage may be increased Please contact your local Sike Representative for information and assistance. MIXING Add Plastiment at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the sand at the weigh hopper or into the water line at the batch plant. When used in combination with other admixtures, care must be taken to d�s- Pense each admixture separately Into the mix. Do not mix with dry cement. 1lA7 PACKAGING Plastiment is supplied in 55 gallon (208 liler) orumS and bulk delivery. STORK G E AND SHEL F -LIFE Plastiment should be stored at above 30 "F (.1 "C). It frozen. thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50OF and 80-F (10°C- 27•C) is One year minimum. Skin and eye irritant, avoid contact. The use of NIOSH/MtSHA approved respira- tor, safety goggles and rubber glovos is recommended. Avoid breathing product. Use with adequate ventilation. Remove contamnared clothing. FIRSTA/D Wash skin with soap and water. In case Of eye contact, flush with water for 15 minu tee; contact a phy5i Cian, Wash Cloth- ing before re -use CLEANUP Contain and collect with absorbent mate- rial. Dispose of in accordance with local, state and federal regulations. ASTUCERTIFICA770M ASTM C -d94 Types 6 and D COLOR Yellow /Green SPECIFIC GRAVITYghrrl 1 18 : 05 PH >8 CHLORIDES % <0.1