ST9801-LR 991220 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fa~ 214/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.: 11 Job No.:
Location: 96" RCP @ Sta. 3+62
1520COP03
Contractor: Ed Bell Construction (K & S Utilities)
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSI:
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specifisation: . ..
Quantity Represented:
Sampled By:
By Order Of:
CP122001 CP122002 CP122003
12/27/99 01/17/00 01/17/00
110060 154360 149250
7 28 28
3890 5460 5280
5370
12/20/99
4000 psi @ 28 days
10/10/10
A, Hayes
CP 122004
HOLD
HOLD
Temperature: Ambient
Time of Sample:
Source of Concrate:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
38 o F
1:30 PM
TXI
Mix 53 o F
Mix Code:
Unit Weight
Air Content 4.3 %
Pick-Up Charge: Yes
8205 Ticket No.:
PCF
Slump 4.0 Inches
1478279
City of Coppell - Larry Davis
Yield
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.
.,fO,// 4 ' 'e"wEC',Jl/blmeriel Ce.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/6314380
CONCRETE COMPRESSION TEST REPORT
Report No.: 11 Job No.:
Location: 96" RCP @ Sta. 3+62
Contractor: K&S Utility Contractors
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
12/20/99
4000 psi @ 28 days
10/10/10
A. Hayes
CP122001 CP122002 CP122003 CP122004
12/27/99 01/16/00 01/16/00 HOLD
110060
7 28 28 HOLD
3890
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
'Distribution:
38 ° F
1:30 PM
TXI
Mix 53 ° F
Mix Code:
Unit Weight
Air Content 4.3 %
Pick-Up Charge: Yes
8205 Ticket No.:
PCF
Slump 4.0 Inches
1478279
Yield CF/CY
City of Coppell - Larry Davis
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH,
Illlien'ill CI.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 11 Job No.:
Location: 96" RCP @ Sta. 3+62
Contractor: K&S Utility Contractors
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
1520COP03
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
12/20/99
4000 psi @ 28 days
10/10/10
A. Hayes
CP122001 CP122002 CP122003 CP122004
12/27/99 01/16/00 01/16/00 HOLD
110060
7 28 28 HOLD
3890
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
38 o F Mix 53 ° F
1:30 PM
TXI Mix Code:
Unit Weight
Air Content 4.3 % Slump
Pick-Up Charge: Yes
8205 Ticket No.: 1478279
PCF
4.0 Inches
Yield CF/CY
City of Coppell - Larry Davis
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.