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SW0101-CS01032903/29/01 TH U 16:17 FAX 9727221114 [a3J 001 FAX COVER SHEET DATE: : C; L-- Of COM PAN Y NAME: (, ; ATTN: FAX NUMBER: DR 504 ' 7 0 �1 FROM: Quantum Contracting, Inc. C �Gv I na rtVN INC .t TnrNG THIS COVER: "�- V t i i P. O. Box 430 Rockwall, Texas 75097 -0430 Metro 972- 771 -9511 Fax 1- 972 - 722 -1114 0 THU 16:18 FAX 9727221114 1@002 _ � Homeowner Notice The City of Coppell has contracted with Quantum Contracting to repair sidewalks in your neighborhood. Work will begin and be complete and open to traffic within three weeks. Please observe temporary "No Parking" signs that have been placed in areas where access by trucks and equipment is necessary. Also, instruct children not to mark or damage new concrete sidewalks, which will cause additional repairs and longer construction time. Your help is appreciated. For further information, call: Quantum Contracting 972 - 771 -9511 City of Coppell 972- 304 -3686 03/29/01 THU 16:18 FAX 9727221114 03/29/2001 69:25 214 -651 LO PIOt4EER iii 11.nsee Cenafb Scum CoLLNAI, Inc. ' H anson 6 60 6 FftgooR ft*y K SW 200 kvin4. Torts 7SOL3 U.S.A. T.l: (972) 421 -03" Fox:(972) 6214280 003 PAGE 66 Z FORMAL MM DESIGN FOR READY MM CONCRETE CONCRETE MtXr BE SAWN" PER ASTM C -172. TEST SPEC MEM MUST BE M4M AND CURED PER ASTM C- 31, Mum mmNDARDB CEMENT AsTM C -100 TYPE 1-9 604 LBS. CEMENT FLY ASH ASTM C - 91 a TYPE �«.. LBS. FLY ASH COARSE AGGREGATE AMC-33 *Sf 1' 1980 LBS. CA COARSE AGGREGATE ASTM C - 33 "' C.A. FINE AGGREGATE ASTM C - 33 1� Z� 09 LBS. SAND FINE AGGREGATE ASTM C - 33 L & SAND L16H1WEIGHT AGGREGATE ASTM C - 330 LBS. LT. VVT. ADMIXTURE ASTM C - 494 TYPE A or D 161 OZ. ADMIX. fWXTURE ASTM C . 494 TYPE �~ OZ. ADMOL #DMIXTURE ASTM C - M mss. ' AZA. `LBS. WAITER PL.EASS SEND ME TEST RESULTS FROM TH U PROJECT TO THE OUAUTY CONTROL DE0A#t7AWNT. OUM CONTROL OEPA TMENT OU CONTROL GER 20 sMaLETON BLVD. DALLAS, TEXAS 79212 TEL: 127.41 4814029 FAX: 2141441.1810 03/29/01 THU 16:18 FAX 9727221114 10 004 PIMEER AO � PACE 07 Pioneer Concr+eie of Texas. Inc- Mix No_: 9383 Contractor. Various ftef0h: 4000 Job: Various A99. Stw : .... I lab: Various Cement: bs4lb. Fly Ash 10. Coble Agg(agate: 1940 lb. Coarse AAgro9ne* lb, Standard Deviation: 406 Fine Aggregate.. � 'Tire ib_ Average Strength: ` 0 Fine Aggregate: lb. Admbdurs: II P oz- " ACI 5.3.2.1 Required average strength. Admixture: (1) 4644 pail AEA: 3.7 oz. 42) �4"T psi Water: 252 lb. 28 Day 3 Consecutive TAM MW Un 7 Qu 28 Day 26 Dar AvWW Average 10/13/1999 84 5.75 4370 4580 5400 5270 5335 1WI311M 83 5 4300 4230 5490 5440 5465 10113/1999 83 6 4780 4030 5280 5200 5230 $343 10/13/1999 84 5.75 4020 4180 5290 5230 5280 5318 10/18/1999 78 5.5 4550 4290 5580 5740 5850 6380 10116M999 72 5.5 4090 4300 5540 SSW 5585 5492 1010 8/1999 74 6 4500 4200 5390 SS50 5455 5557 10/1 8/1999 74 525 4420 4270 5450 6820 5535 5519 10/19/1999 76 5 4250 4320 5590 6360 5475 548E 10/22/1899. 86 S 4710 4800 51 00 4980 5030 5347 1022/1999 67 5 4510 4330 4830 4610 4820 5108 1012211 999 70 4.75 4020 4150 4600 4550 4620 4623 12!2901999 67 3.5 4120 4940 $190 5065 4435 12/29/1999 51 6 3050 3540 4390 4340 4365 4683 12/291999 62 8 3430 3260 5140 4950 $045 4825 01107/2000 59 3.5 3980 5130 $150 5140 4850 01/07/2000 49 5 3570 4570 4660 4615 4933 01107/2000 SO 525 3710 5100 4850 4975 4910 01/1112000 60 3.75 3650 4460 4530 4495 4895 01/1342000 85 3 3790 4820 4720 4770 4747 0111412000 68 3 4230 4150 5110 4630 4632 01!2112000 B4 S.S 3230 3870 4750 4880 4805 4735 0125/2000 65 5.5 3970 4000 5440 5230 5335 4923 02/0312000 89 5 3210 2930 4700 4680 4830 4990 05/09/2000 81 4.7S 4040 4110 SO40 4910 4975 5047 10/0212000 90 5 3240 3140 4440 4600 4520 4775 10/03/2000 90 3 4240 4110 47550 6040 4895 4797 101O4F2000 90 3 3940 4010 4530 4310 4S20 4845 10109/2000 74 4.75 4890 4590 9190 SS40 5860 5092 11OW000 71 3 4750 4840 5590 6690 5640 6340 03/29/01 THU 16:18 FAX 9727221114 0 005 03/29/2001 05 : '?14 -65'1- l0 PIIXEER 00� PAGE g?; and me H imon ConCn4'ouM Central, Inc. ■eNamwn 00os Fm000d Pk" N. Ste 200 Inr(nS, Tens 75063 U.SJL Tel: (872) 621 -0345 Pax:(072) 621 -0200 FORMAL BUSK DESIGN FOR READY Af" CONCRETE CONTRACTOR: PROJECT: Qusnaun cono►aean DATE: Shbwalk R Alkmh 28 , 200f MIX DMN P. 9331 WIC RATIO (GAUMe SPECI U6 d"Vift VWC RATIO LBlLB S"I'R SLUMP: 3000 SACK CONTENT. 3.00 r Max. AIR CONTENT: KX )ARSE AGG SATE WIC RATIO (GAUMe 6.05 ASTM C - $3 VWC RATIO LBlLB o id tE AGGREGATE MAX. TEMPERATURE: 9S ASTM C - 330 CONCRETE MUST BE SAAWLED PER ASTN C -172 7ES1 SPECQ111EMS ARW BE MKDEAMD CURED PERASTIII C - 31. 11:J.� :]I EMENT ASTM C -150 TYPE 1.1 Y ASH ASTM C - 610 TYPE )ARSE AGG SATE ASTM C - 33 "7 1 )ARSE AGGREGATE ASTM C - $3 dE AOGREGATE ASTM C-33 tE AGGREGATE ASTM C - 33` DHTWEIGHT AGOMSATE ASTM C - 330 1114VURE ASTM C - 414 TYPE A or D iMIMRE ASTM C - 404 TYPE — � HMIXTURE ASTM C - no 470 LBS. CEMENT 2 LOS. WATER PLEASE SEND THE TEST RESULTS FROM rm PROJECT TD THE auAuryCONTROL DEiARTJYENT. CIJAUTY CO L 591PWNT ONTROL 240 SINGLETON BLVD. _ DALLAS, TEXAS 74212 (214) 661.0020 Y C. PRIES FAX: (214) M -1819 LBO. FLY ASK 1840 LBs. CJL — �L.DB. C.& 1347 LOS. "ND w LBS. SAND LBS. LT. Vwr. 14.1 OZ. ADMIX. OZ. ADMUL ` 3 O Z. A.S.A. 2 LOS. WATER PLEASE SEND THE TEST RESULTS FROM rm PROJECT TD THE auAuryCONTROL DEiARTJYENT. CIJAUTY CO L 591PWNT ONTROL 240 SINGLETON BLVD. _ DALLAS, TEXAS 74212 (214) 661.0020 Y C. PRIES FAX: (214) M -1819 03/29/01 THU 16:19 FAX 9727221114 031/29/2001 05:25 214- 651 - PICNEER ..""^ Pioneer Concrete of Texas, inc. Mix No.: 9335 Strenwh: 3'TS Agg. Size: * "1"" — 476 lb. Fly Ash: lb_ Coarse A06re"e: – "'lW b. Coarse AOpregaW. + � + �� lb_ FkW AOgre6ale: I Ib. Swe Agor agate: lb_ Admixture: 14.1 oz. Admature: — �" — � oz. AFA 3 oz_ Water_ ""92' lb. Contractor. Various Job: Various Lab: Va Standard Devialion: 169 Avera6o Strarplh: L7 mw-wmwmw� ACI 5.32.1 Required avera6e Won" (1) 3708 (2) SWI Z 006 PA6E 04 28 Day 3 Consecutive P-M 19M r %JnR ZAft Z20 2 1 Day 28 Day A verage Ave�a90 07 108/2000 90 5.5 3450 3330 4280 4220 4240 07/17/2000 as 5.5 2600 2870 3850 3740 3795 07/1&12000 80 5 -25 3550 3420 5210 5220 5215 4417 071200M 92 8 3170 3000 3970 4010 3990 4333 07!2012000 94 6 3580 3420 4550 45W 4570 4592 072512000 89 5 2780 2660 3950 4010 9680 4180 OMW2000 as 5 4890 4540 5400 5450 5425 4856 07/261'2000 87 5.75 3180 3340 5410 5430 54,20 4942 0727/2000 87 5.5 3510 3330 4050 3960 4005 4950 07/28/2000 92 5.5 3310 3430 3980 3880 3870 4432 07!2812000 88 5.75 3360 3210 4150 4000 4075 3963 08102!2000 88 4.75 3740 3980 4060 4150 4100 4015 08/0742000 88 5 3380 9380 4630 4600 4815 4283 08/02!2000 92 6.6 3850 3630 4290 4220 4255 4323 08/0Y/nw 80 5.75 3310 3470 4340 4330 4335 4402 08109V2000 93 5 3530 3830 4720 4770 4745 4445 08/182000 95 3 3270 3150 3800 3590 3745 4275 08/24/20W 88 5.5 3650 3510 4480 4260 4370 4297 08/25!2000 88 5.25 3850 3620 3900 4130 4015 4043 0&2S12WO 89 S_S 3440 3260 4070 3950 4010 4132 08/25/2000 90 5.25 2500 2530 4190 4350 4270 4098 09JOSI2000 87 5 2550 2480 3640 3860 3780 4013 OW07/2000 90 5.75 3090 2980 3750 4070 3910 3680 OW0712000 90 5.75 3290 3220 3730 3850 3790 3820 09/07/2000 84 6 3110 3000 3940 3820 3880 3880 09112/2000 94 4.5 2910 3000 4000 4000 4000 3800 00/1212000 93 3S 3500 3650 4750 4650 4700 4193 10121/2000 Ss S 3210 4320 4330 4325 4342 11/15!2000 58 6 3210 3190 4210 4130 4170 439a 11115r20oo so 6 2940 3000 3930 4110 4020 4172