ST9801-LR000113 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.:
Project:
Location:
Report No.:
Dale Canceled:
1520COP03
Coppell Road Paving & Drainage
12" Water Line W-A Backfill
16
13 January 2000
CANCELLATION OF FIELD DENSITY TESTS
Density testing was canceled after technician's arrival and re-scheduled for 14 January 2000.
REMARKS:.
PROCTOR NO.: 1 - 118.5 pcf@ 10.9% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
OUR. L.~TTERS AND P~PORTS ~ FOR TH~ EXCLUSIVE USE OF THE CLIENT TO WHOM THeY A~E ADDRESSED, AND A~PLY ONLY TO T}-i SAMPLES TESTED.
TEST RESULTS ARE NOT N~CESSAR[LY iNDICATIVE OF TH~ QUALITY OF AJ'pARENTLY IDENTICAL OR SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF $TANTECH
r i T T
' .tDJ'I wEC'.Z'I blineeri,l Ca.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 2141631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
19 Job No.: 1520COP03
21" RCP Storm Drain Line C1 @ Sta. 1+10
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: CP011301
Test Date: 01/20/00
Maximum Load, LBS: 97480
Age When Tested, Days: 7
Compressive Strength, PSh 3450
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP011302 CP011303
02/10/00 02/10/00
129570 129370
28 28
4580 4580
4580
01/13/00
4000 psi @ 28 days
5.5/5.5
E. Takele
CP011304
HOLD
HOLD
Temperature: Ambient N/A o F Mix 88 ° F Air Content 5.0 % Slump 4.0 Inches
Time of Sample: 12:50 PM Pick-Up Charge: Yes
Source of Concrete: TXI Mix Code: 8205 Ticket No.: 1491005
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
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 SHAEL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH,
~,tl2]12mBC',Lfl illineering Go.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.:
Location:
19 Job No.: 1520COP03
21" RCP Storm Drain Line C1 @ Sta. 1+10
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: CP011301
Test Date: 01/20/00
Maximum Load, LBS: 97480
Age When Tested, Days: 7
Compressive Strength, PSh 3450
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Date Cast:
Specification:
Quantity Represented:
Sampled By:
By Order Of:
CP011302 CP011303
02/10/00 02/10/00
129570 129370
28 28
4580 4580
4580
01/13/00
4000 psi @ 28 days
5.5/5.5
E. Takele
C P011304
HOLD
HOLD
Temperature: Ambient N/A o F Mix 86 o F Air Content 5.0 % Slump 4.0 Inches
Time of Sample: 12:50 PM Pick-Up Charge: Yes
Source of Concrete: TXI Mix Code: 8205 Ticket No.: 1491005
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water:
Cement:
Fly Ash:
Admixture(s):
Distribution:
City of Coppell - Larry Davis
Yield CF/CY
· ........ ......
Test Methods: 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.
19 Job Nc;,: 1520COP03
21" RCP Storm Drain Line C1: @ Sta. 1+10
Location:
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.
Date Cast: ' :" 01/13i00:'':~''
Specification: 4000 psi @ 28 days
Quantity Represented: 5.5/5.5
'Sampled By: ' E. Takele. :
By Order Of:
Field Number: CP011301 CP011302 CP011303 CP011304
Test Date: 01/20/00
Maximum Load, LBS: 97480
01/10/00 01/10/00 HOLD
Age When Tested, Days:
Compressire Strength, PSI:
7
3450
28 28 HOLD
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Temperature: Ambient N/A o F Mix 86 o F Air Content 5.0 % Slump 4.0 Inches
Time of Sample: 12:50 PM Pick-Up Charge: Yes
Source of Concrete: TXI Mix Code: 8205 Ticket No.: 1491005
PCF
Fine Aggregate: Unit Weight,
Coarse Aggregate: .
Wateri Yield
CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution:
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.
Report No.: lg'
"' ' Phone234/633:-4372. F-ax 2t~/63t..4380 .- ·
;;"CONCRETE COMP;RESSION TEST REPORT - :
Job N6.: 1520C'OP03 Date Cast: "'
Location: 21" RCP Storm Drain Line C1 @ Sta. 1+10
-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.
Specification:
Quantity Represented:
'Sampled By:
By Order Of:
01/13/00" ;::"'
4000 psi @ 28 days
5.5/5.5
E. Takele
Field Number: CP011301 CP011302 CP011303
CP011304
Test Date: 01 ~20~00
Maximum Load, LBS: 97480
01/10/00 01/10/00 HOLD
Age When Tested, Days:
Compressive Strength, PSI:
7
3450
28 28 HOLD
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Temperature: Ambient N/A o F Mix 86 o F Air Content 5.0 % Slump
4.0
Inches
Time of Sample: 12:50 PM Pick-Up Charge: Yes
Source of Concrete: TXI Mix Code: 8205 Ticket No.: 1491005
Fine Aggregate: Unit Weight
PCF
Coarse Aggregate:
Wateri Yield
Cement: '
Fly Ash:
Admixture(s):
Distribution: City of Coppell - Larry Davis
CF/CY
I ne '~~ 1
Test Methods: ASTM C 31, C 39, C 173, C 192, C 231 and C 1064
OUR LE'FrERS 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,