ST9801-LR000512Report No.:
Location:
39
·
9200 King Arthur Drive
CONCRETE COMPRESSION TEST REPORT
Job No.: 1520COP03 Date Cast: osr
South Coppell Road at West side of Road
Specification:
Contractor: Ed Bell Construction
Reported To:
(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:
4000 psi @ 28 days
Quantity Represented: 10 of 50
Sampled By: C. Newton
City of Coppell - Kenneth Griffin, P.E.
By Order Of:
CP051201 CP051202 CP051203 CP051204
05/1~00 06109/00 06~9/00 HOLD
109270
· 7 28 28 HOLD
3860
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
79 · F Mix
10:15 AM
88 o F Air Content 3.5 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 507963
Unit Weight PCF
Yield CFICY
City of Coppell - Larry Davis
/,
Page I of~
3.5 Inches
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 ADORE~SEO AND APPI,Y ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE HOT NECESSARILY INOICATIVE OF THE QUALFrY OF APPARENTLY IOENT]CAL OR SIMILAR SAMPLES.
THI~ REPORT SHAM, NOT BE REPRQOUCED EXCEFT IN FULL WITHOUT THE APPROVAL OF STANTECH.
Report No.:
Location:
39
South Coppell Road at West side of Road
~ ~ng A~ur D~e
Job No.: 1520COP03 Date Cast: 05/~
Contractor:
Reported To:
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. 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:
Ed Bell Construction
City of Coppell - Kenneth Griffin, P.E.
Specification:
Quantity Represented:
Sampled By:
By Order Of:
4000 psi @ 28 days
10 of 50
C. Newton
CP051201 CP051202 CP051203 CP051204
05/19~0 06/09/00 06~9/00 HOLD
109270
7 28 28 HOLD
3860
Temperature: Ambient 79 ° F Mix 88 ° F Air Content 3.5 % Slump
3.5 Inches
Time of Sample: 10:15 AM Pick-Up Charge: Yes
Source of Concrete: N/A Ticket No.: 507963
Fine Aggregate:
Coarse Aggregate:
Unit Weight PCF
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
gned """" ' '~-
Page 1 ofg~
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'FFERS 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.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
39 Job No.: 1520COP03
South Coppell Road at West side of Road
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SO. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
05/12/00
4000 psi @ 28 days
10 of 50
C. Newton
Field Number: CP051201
Test Date: 05/19/00
Maximum Load, LBS: 109270
Age When Tested, Days: 7
Compressive Strength, PSh 3860
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks: *Cylinder Area = 28.37 SO. IN.
CP051202 CP051203
06/09/00 06/09/00
137900 126280
28 28
4860* 4450*
4660
CP051204
HOLD
DISCARD
Temperature: Ambient
Time of Sample:
Source of Concrete:
Fine Aggregate:
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
79 o F Mix
10:15 AM
N/A
88 o F Air Content 3.5 % Slump 3.5 Inches
Pick-Up Charge: Yes
N/A Ticket No.:
PCF
Unit Weight
Yield CF/CY
507963
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,
r I" T T
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone214/831-4372 Fax214/63141380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
41 Job No.: 1520COP03
North Coppell Road at East side of Road
Contractor: Ed Bell Construction
Reported To: City of Coppell - Kenneth Griffin, P.E.
(6 x 12 Inch) Nominal Cylinder Size: Area - 28.27 SQ. IN.
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
Field Number:
Test Date:
Maximum Load, LBS:
Age When Tested, Days:
Compressive Strength, PSh
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
05/15/00
4000 psi @ 28 days
80 of 400
C. Newton
CP051505 CP051206 CP051507 CP051508
05122/00 06/12/00 06/12/00 HOLD
145190
7 28 28 HOLD
5140
Temperature: Ambient 72 o F Mix
Time of Sample: 12:20 PM
Source of Concrete: Ed Bell
80
oF
Air Content 3.2 % Slump
Pick-Up Charge: Yes
N/A Ticket No.: 112043
3.5 Inches
Fine Aggregate:
Unit Weight
PCF
Coarse Aggregate:
Water.
Yiel~
CFICY
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
--~Segned Page I . ~"'~'
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR L~-TT E:R~ AND RF. PORTS ARE FOR THE EXCLUSIVE USE OF THE CUENT TO WHOM THEY ARE AOORESSED AND APPLY ONLY TO THE ,~AMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF THE QUALITY OF APPARENTLY IDENTICAL OR SIMILAR ~UIAPt. ES.
THIS REPORT SHALL NOT BE REPROOUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH.