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Villages C P1-LR 860626Concrete Cylinder Test Report ~epo~t Date 06/26/86 S,m~,e Date 05/28/86 Standard 6"x 12' Area 28.27 Square inches To R.S. Ross Concrete, Inc. Proi~ Villages of Coppell, Phase I- Coppell, Texas Contra~or R.S. Ross Concrete, Inc. Concrete Supplier and Plant Western Ready Mix, truck # 02, plant t/2 MixNo. 5 Location of Placement Paving, intersection of Ashford Drive & Wood Lake Drive, north side of Ashford Drive, 15' west of Wood Lake Drive. Materials Source/ SSD Batch Wts. Desc,,pt,on Other Data Cement Time Batched: 9: 29 a .m. Fly Ash Time Sampled: 10: 20 a om. Coarse Aggregate Ticket No,: 659 Intermediate Aggregate Temperature: Ambient 75° Concrete 82° Fine Aggregate Weather Conditions: Sunny/north wind Admixtures: 1. 2. Added Water 15 ~allons Entrained Air Content 4,0 % Specimen Age Slump Total Load Compressive Strength Strength Required Number (Days) Date Tested In. Lbs. P.S.I. P.S.l./days VOC 103 7 06/04/86 3 3/~ 96200 3403 3600/28 104 28 06/25/86 116200 4110 105 28 06/25/86 120000 4245 Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 D~ Remarks and/or Distribution PH/tn 411254 R.S. Ross Concrete, Inc. -Randy Ross Nathan D. Maier Consulting Engineers, Inc. - Janet Vick Dimension Brooks - Mark Kurtz Ginn, Inc. - Randy Flemming City of Coppell - Ed Powell L Maxim Engineers, Inc. Reviewed by:/~ Concrete Cylinder Test Report 06/26/86 Sample Date 05/29/86 Standard 6"x 12' Report Date Area 28.27 Square inches To R.S. Ross Concrete, Inc. Project Villages of Coppell, Phase I - Coppell, Texas Contractor R. S. Ross Concrete, Inc. Concrete Supplier and Plant Western Concrete, Inc., Plant f/1, Truck f/16 Mix NO. 5 Location of Placement Paving, Allen Road at station 4+25 Materials Source/ SSD Batch Wts. Description (Lbs./Cu./Yd.) OtherData Cement Time Batched: I: 57 p ,m. Fly Ash Time Sampled: 3: ].5 p .m. Coarse Aggregate Ticket .o.: 738 Intermediate Aggregate Temperature: Ambient 87© Concrete 92° Fine Aggregate Weather Conditions: Sunny with no wind Admixtures: 1. 2. Added Water 20 Gallons Entrained Air Content 4 °/" Specimen Age Slump Total Load Compressive Strength Strength Required Number (Days) Date Tested In. Lbs. P.S.I. P.S.l./days VOC 118 7 06/05/86 2 1/2 76700 2713 3000/28 119 28 06/26/86 108800 3849 120 28 06/26/86 102000 3608 Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 D~ Remarks and/or Distribution TS/lc 411254 R. S. Ross Concrete, Inc. -Randy Ross Dimension Brooks - Mark Kurtz Nathan D. Maier Consulting Engineers, Inc. - Janet Vick Ginn, Inc. - Randy Fleming City of Coppell - Ed Powell Maxim Enqineers, nc Reviewed by: ~ Concrete Cylinder Test Report Report Date 06/26/86 Sample Date 05/29/86 Standard 6"x 12" Area 28.27 Square inches TO R.S. R~ss Concrete, InC. PrOJec~ Villages of Coppell, Phase I - Coppell, Texas Contractor R. S. Ross Concrete, Inc. Concrete Supplier and Plant Western Concrete, Inc., Plant #1 Mix NO. 5 Location of Placement Paving, Allen Rd. at station 1+50. Source/ SSD Batch Wts. Materials Descnption ,,,s.,Cu..d.) Other Data Cement Time Batched: 12: 02 p .m. Fly Ash Time Sampled: 12:45 p ,m, Coarse Aggregate Ticket No.: 13742 Intermediate Aggregate Temperature: Ambient 85° Concrete 83° Fine Aggregate Weather Conditions: Sunny with no wind Admixtures: 1. 2. Added Water 0 Gallons Entrained Air Content 5 % Specimen Age Slump Total Load Compressive Strength Strength Required Number (Days} Date Tested In. Lbs. P.S.I. P.S.I./days VOC 115 7 06/05/86 3 80000 2830 3000/28 116 28 06/26/86 102600 3629 117 28 06/26/86 106400 3764 Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 Remarks and/or Distribution TS/lc 411254 R. S. Ross Concrete, Inc. - Randy Ross Dimension Brooks - Mark Kurtz Nathan D. Maier Consulting Engineers, Inc. - Janet Vick Ginn, Inc. - Randy Fleming City of Coppell - Ed Powell Maxim En.qineers, Inc. Reviewed by:~~'~ Ooncrete Oylinder Test Report Report Date 06/26/86 Sample Date 05/29/86 Standard 6" X 1Z' Area 28.27 Square inches To R.S. Ross Concrete, Inc. Project Villages of Coppell, Phase I - Coppell, Texas Contractor R.S. ROSS Concrete, Inc. ConcreteSupCerandmant Western Concrete, Inc., Plant t/2, Truck t/01 MixNo. 35 Location of ma~ment Paving, intersection of Ashford Dr. Circle and Alley D1, 5 south of the circle in Alley D1. Materials Source/ SSD Batch Wts. Description (Lbs./Cu./Yd.) Other Data Cement Time Batched: 8 ." 06 a .m. Fly Ash Time Sampled: 9: 30 a .m. Coarse Aggregate Ticket No.: 685 intermediate Aggregate Temperature: Ambient 78 O Concrete 80° Fine Aggregate Weather Conditions: Admixtures: Sunny with no wind 1. 2, Added Water Entrained Air Content % 15 Gallons 4 Specimen Age Slump Total Loed Compressive Strength Strength Required Number (Days) Date Tested In. Lbs. P.S.I. P.S.I./days VOC 112 7 06/05/86 4 90000 3184 3600/28 113 28 06/26/86 120400 4259 114 28 06/26/86 116600 4125 Curing ASTM C-31 Test Method Fracture: Regular (UNO) ; CylinOers Made By: ASTM C-39 Remarks and/or Distribution TS/lc 411254 R. S. Ross Concrete, Inc. - Randy Ross Dim~nsion Brooks - Mark Kurtz Nathan D. Maier Consulting Engineers, Inc. - Janet Vick Ginn, Inc. - Randy Fleming City of Coppell - Ed Powell Maxim Enqineers, Inc. Reviewed by: /~