ST9801-LR000616 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/6314372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
56 Job No.: 1520COP03
50' from Approach on Right 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.
Field Number: CP061601
Test Date: 06/23/00
Maximum Load, LBS: 130600
Age When Tested, Days: 7
Compressive Strength, PSh 4620
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
06/16/00
4000 psi @ 28 days
80 of 150
C. Newton
CP061602 CP061603 CP061604
07/14/00 07/14/00 DISCARD
152790 156730
28 28 DISCARD
5400 5540
5470
Temperature: Ambient 79 ° F Mix 73 o F Air Content 3.70 % Slump 3.50 Inches
Time of Sample: 9:40 AM Pick-Up Charge: Yes
Source of Concrete: Ed Bell N/A Ticket No.:
N/A
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
.............,0
f,......:.
Test Meffi~s: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
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.
~lll'i'iP'wBC',h Eqlea'lq h.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 750194409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Paving Subgrade
55
RESULTS OF FIELD DENSITY TESTS
TEST DATE
NO.
95 06/16/00
96 06/16/00
97 06/16/00
PETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR FIELD FIELD PERCENT
DEPTH TEST DENSITY MOISTURE OF
NO, PCF % SPECIFIED
COMPACTION
Emergency Drive to Mansions at Sta. 4+25 Final 8L
GTE East Drive at Sta. 43+30 Final 10L
GTE West Drive at Sta. 50+03 Final 8L
TESTS PERFORMED BY: Sid Adli
91.4 22.9 96.5
105.9 16.7 96.1
90.9 22.1 96.0
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS:
PROCTOR NO.:
8L - Alpha Testing - Lime Treated Dark Brown Clay with some Gravel, 94.7 pcf @ 22.1% Moisture
10L - Alpha Testing - Lime Treated Brown Clay with Sand, 110.3 pcf@ 16.6% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
OUR LETTERS AND REPORTS .ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY AgE 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 11'4 FULL VaTHOUT ~ APPROVAL OF STANTECH
'~~rtl~f'~c',~/l iqlaemq
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Paving Subgrade
Report No.: 55
RESULTS OF FIELD DENSITY TESTS
TEST
NO.
DATE
95 06/16/00
96 06/16/00
97 06/16/00
lIETEST
OF
TEST
NUMBER
TEST LOCATION LIFT/ PROCTOR
DEPTH TEST
NO.
Emergency Drive to Mansions at Sta. 4+25 Final 8L
GTE East Drive at Sta. 43+30 Final 10L
GTE West Drive at Sta. 50+03 Final 8L
TESTS PERFORMED BY: Sid Adli
HELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
91.4 22.9 96.5
105.9 16.7 96.1
90.9 22.1 96.0
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS:
PROCTOR NO.:
8L - Alpha Testing - Lime Treated Dark Brown Clay with some Gravel, 94.7 pcf @ 22.1% Moisture
10L - Alpha Testing - Lime Treated Brown Clay with Sand, 110.3 pcf @ 16.6% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
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 !
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone214~6314372 Fax214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
56 Job No.: 1520COP03
50' from Approach on Right 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.
Field Number: CP061601
Test Date: 06/23/00
Maximum Lead, LBS: 130600
Age When Tested, Days: 7
Compressive Strength, PSh 4620
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP061602 CP061603
07/14/00 07/14/00
152790 156730
28 28
5400 5540
5470
06/16/00
4000 psi @ 28 days
80 of 150
C. Newton
CP061604
DISCARD
DISCARD
Temperature: Ambient 79 o F Mix 73 o F Air Content 3.70 % Slump 3.50 Inches
Time of Sample: 9:40 AM Pick-Up Charge: Yes
Source of Concrete: Ed Bell N/A Ticket No.: N/A
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield CF/C,~,~,h3~, OF TE %t
~.. .............. ...~ I~~t'
', ,,
Page 1 of ~
Test Meth~s: ASTM C 31, C 39, C 173, C 192, C 231 and C 10~
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.