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Freeport NIP(7.0)-CS0303109728382299 03/10/2003 10:23 9728382299 Ca1Har Construction, Inc. 2138 CalHar Drive Melissa, TX 75454 Tel: 972- 838 -2888 Fax: 972- 838 -2299 FCaIH Construction, Inc. To: Larry Davis Company: City of Coppell Engineering Dept. Phone 972- 304 --3681 Fax: 972 304 -3570 Ref: Freeport X 500 Freeport Parkway C' Ruby Road Date: 1 5 9 3 3 1 1 0 p Pages Including this cover page Comments: Thanks, Claire CALHAR CONSTRUCTION PAGE 01 Facsimile Transmittal From: Claire K. Callaham Following is a copy of our concrete mix design for the driveway replacement at the 60" Storm Drainage line crossing. Please contact me if you have any concerns with use of this mix design. _L,_ Cat- Her DATE: Marchi3, 2008 PROJE T. 0 USE patchwork 03/10/2003 10:23 03/05/2033 15:54 :t nscn MATERIAL CEMENT FLY ASH COARSE AGGMtEX3ATE ARSE AGGREGATE E AGGREGATE FINE AGGREGATE LIGHTWEIGHT AGGREGATE ADMIXTURE ADMIXTURE ADMIXTURE ADMIXTURE ATER 9728382299 CALHAR CONSTRUCTION 214-651-1810 PIONEER Manson Conmrv% South Centel, Inc. 8505 Freeport Pkwy N. Ste 200 Irving, Texas 75063 U.SA Tel: (972) 621 -0346 Fax:(972) 621 -0280 FORMAL MIX DESIGN FOR READY MIX CONCRETE CONCRETE MUST BE SAMPLED PER ASTM C 172. TEST SPECMENS MUST BE MADE AND CURED PER ASIM C 31. AATM STANDARDS ASTM C -150 TYPE ASTM C 615 TYPE ASTM C -33 ASTMC -33 ASTMC -33 ASTM C 33 ASTMC -330 1 T 240 SINGLETON BLVD. DALLAS, TEXAS 76212 TEL: (214) 86140:20 FAX: (214) 461.1810 MIX ¢PECFICATIONS 057 1" w ASTM C -494 TYPE F ASTM C 494 TYPE ASTM C 260 HRWR 658 WEK3HTS LEIS. Comm 0 LBS. PLY ASH 1890 LBS. CA LBS. C.A. 1134 LBS. SAND LBS. SAND LBS. LT. WT. 62.1 OZ. ADMIX. OZ. ADMIX. OZ. A.E.A. PAGE 02 PAGE 02 Ca Jti-rat r ,C 264 LBS. WATER PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE QUALJ?Y CONTROL DEPARTMENT. QUALLI TY CONTROL MANAGER Stf 0 i iidd Y 41 03/10/2003 10:23 9728382299 CALHAR CONSTRUCTION PAGE 03 03/10/2003 017:36 214 -651 -1810 PIONEER PAGE 01 MOO Nan eNNHanson Comments: This backup is as close as I have. NN. MOM Date: 3/10/03 To: Quality Control Department Singleton Dallas, Tx. 75212 Tel: (214)651-8020 Fax: (214) 851 -1810 FAX SHEET Imo......,,.. al Pages 1 Including cover sheet) 03/10/2003 10:23 9728382299 03/10/2003 07:36 214- 651 -1810 Mix No.: 7503 Strength: Agg. Size: 1" Hanson Concrete Contractor, Various Job: Various Lab: Various CALHAR CONSTRUCTION PIONEER 11•..11. Cement: 611 Ib. Fly Ash: Ib, Coarse Aggregate: X 1540 Pb. Coarse A4;igregate: _Ib. Standard Deviation: 898 Fine Aggregate: 1281 Ib. Average Strength: Fine Aggregate: Admixture: 73.3 oz. ACI 5.3.2.1 Required average strength. Admixture: oz- (1) 5935 psi AEA: r oz. 1 11 min. Water: 232 Ib. 28 Day 3 Consecutive to Temp. Slump 7 Day 7 Dav 28 Dav 28 Dav Maul Average 1/27/01 56 8.5 5300 5110 6950 7240 7095 6593 1127/01 54 6 5410 5310 7310 6500 8905 6820 1/27/01 54 6.5 5600 5370 7140 7910 7525 7175 1/27/01 54 6 6180 5970 7200 7910 7555 7328 1/27/01 53 8,5 6150 6040 7070 7850 7360 7480 2/6/01 68 6 5390 4960 5070 5190 5130 6682 2/6/01 70 6 5660 4920 6450 8520 6485 8325 2/6/01 89 8 3870 3950 7280 7430 7355 8323 2/12/01 60 7.5 5420 5500 7450 8980 7215 7018 2/12/01 60 7 5620 5740 7480 7480 7480 7350 2/12/01 63 7 6170 5870 7820 7890 7855 7517 3/29/01 71 8.5 6060 5960 6700 8720 6710 7348 3/30/01 72 5.5 6090 5960 8570 6550 6560 7042 3/30/01 6 8210 6080 6850 6880 6865 6712 3/30/01 6 6250 6010 8930 6880 6905 6777 3/30/01 8.5 5670 5570 7330 7360 7345 7038 417/01 83 8.5 4430 4390 7050 7110 7080 7110 4/7/01 86 8 4740 4770 8960 6990 6975 7133 4/7/01 81 8 5380 5220 6790 6880 6835 6983 4/9/01 84 8 5140 5200 5990 6110 6050 6620 4/9/01 61 8,5 5240 6220 5800 5570 5585 6157 4/9/01 85 8 4430 4280 5720 5770 5745 5793 4/20/01 90 8 4810 4530 5690 5660 5675 5668 4/20/01 94 7.5 5180 4980 5970 6120 6045 5822 4/20/01 95 7 4330 4510 6110 6230 6170 5963 4/27/01 85 5 5390 4860 8250 6200 8225 8147 4/27/01 78 6.5 5410 5210 5890 5910 5800 6085 4/27/01 71 8.5 5440 5330 5980 8100 6040 6022 4/27/01 85 6,5 5570 5440 6300 5470 6385 6075 4/27/01 89 6 5410 5440 5980 6130 8055 8150 PAGE 04 PAGE 02