Villages C P1-LR 860620Concrete Cylinder Test Report
Report Date 06/20/86 Sample Date 05/23/86 Standard 6"x 12"
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 Ptant Western Ready Mix Concrete, Inc., Plant #1 M~xNo. 5
Location of Placement Pav_c~ent, Ashford Dr., 5 ' south of station 1+70
Materials Sou,ce, SSD Batch Wts.
Description (Lbs./Cu./Yd.) Other Data
Cement Time Batched: 6: 43 a.m·
Fly Ash Time Sampled: 7
Coarse Aggregate Ticket No.: 13~90
Intermediate Aggregate Temperature: Ambient 73° Concrete 08°
Fine Aggregate Weather Conditions: Over'cast with south wind
Admixtures:
1.
2.
Added Water 0 ~.].1013.S Entrained Air Content 3.0 %
Specimen Age Slump Total Load Compressive Strength Strength Required
Number (Days) Date Tested In. Lbs. P.S.I. P.S. L/days
VOC 94 7 05/30/86 3 84300 2982 3000/28
95 28 06/20/86 114600 4054
96 28 06/20/86 115000 4068
Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinbers Made By:
ASTM C-39 C~
Remarks and/or Distribution
TS/p 411254
R. S. Ross Concrete, Inc. -Randy Ross
Dimension Brooks - Mark Kurtz
Nathan D. Maier Consulting Engineers, Inc. - Janet Vick
City of Coppell - Ed Powell
Maxim Enqineers, Inc. Reviewed by: /~.
Concrete Cylinder Test Report
Report Date 06/20/86 Sample Date 05/23/86 Standard 6"x 12"
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 Ready Mix Concrete, Inc., Plant #1 Mix No. 35
Location of Placement A1].~:~¢ E, station 6+00
Materials Sou,ce/ SSD Batch Wts.
Desc,,p,,on Other Data
Cement Time Batched: 10: 56 a.m.
Fly Ash Time Sampled: 11:10 a.m.
Coarse Aggregate Ticket No.: 523
Intermediate Aggregate Temperature: Ambient 76° Concrete 70°
Fine Aggregate Weather Conditions:
Partly cloudy with south wind
Admixtures:
1.
2.
Added Water Entrained Air Content %
0 Gallons 2.0
Specimen Age Slump Total Load Compressive Strength Strength Required
Number (Days) Date Tested In. Lbs. P.S.I. P.SJ,/ciays
VOC 97 7 05/30/86 3 127000 4492 3600/28
98 28 06/20/86 152000 5377
99 28 06/20/86 155000 5483
Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By:
ASTM C-39 ~
Remarks and/or Distribution
TS/p 411254
R. S. Ross Concrete, Inc. - Randy Ross
Dimension Brooks - Mark Kurtz
Nathan D. Maier Consulting Engineers, Inc. - Janet Vick
GL, m, Inc. - gandy ~eming
City of Coppell - Ed Powell -
Maxim Enqineers, Inc. Reviewed by: ~
Concrete Cylinder Test Report
Repo. Date 06/20/86 Sample Date 05/23/86 Standard 8"x ~Z'
Area 28.27 Square inches
To ~. S. RDss Concrete, Inc.
Project Villages of Coppell, Phase I - Coppell, Texas
Contractor R.S. Ross Concrete, Inc.
Concrete Supplier and Plant Western Ready Mb{: Concrete, Inc., Plant #1 MixNo. 35
Location of Placement Alley D-1 ~ station 2-Jo00
Materials Source/ SSD Batch Wts.
Description (Lbs./Cu./Yd. OtherData
Cement Time Batched: 1: 34 a.m.
Fly Ash Time Sampled: 2: 45 a.m.
Coarse Aggregate Ticket No.:
Intermediate Aggregate Temperature: Ambient Concrete
84° 72°
Fine Aggregate Weather Conditions:
Admixtures: Partly cloudy with south wind
1.
2.
Added Water Entrained Air Content
0 Gallons 3.0
Specimen Age Slump Total Load Compressive Strength Strength Required
Number (Days) Date Tested In. Lbs. P.S.I. P.S.I./days
VOC 100 7 05/30/86 1 1/2 110700 3916 3600/28
101 28 06/20/86 148200 5242
102 28 06/20/86 150300 5317
Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By:
ASTM C-39
i C3
Remarks and/or Distribution
TS/p 411254
R. S. RDss Concrete, Inc. - Randy Ross
Dimension Brooks - Mark Kurtz
Nathan D. Maier Consulting Engineers, Inc. - Janet Vick
City of Coppell - Ed Powell
Maxim Enqineers, Inc. Reviewed by: /~