ST9703-LR050808Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth~ TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Ms. Suzan Taylor
PO Box 9478
CoppeI1 TX 75019
Report No.: 238480
Project No.: 0510377
Date of Service: 07/28/2005
Report Date: 08/08/2005
Project: MacArthur Boulevard Widening
ST 97-03
Services: Oblain samples of fi-esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONT1L~.CTOR: JRJ Paving
CONCRETE SUPPLIER: TXI
PLANT: 131
SPECIFICATION REQUIREMENTS
3600 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 8274 SLtrM~
pLACEMENT DATE: 07/28/2005 (inches)
WEATHER CONDITIONS: Partly cloudy 4.5
TIME SAMPLED: 7:15am BATCH TINIE: 6:30am
TEMPERATURE (F) - AIR 72 F CONCRETE: 79 F
~mucK NO: 522 TICKET NO: 89773
AIRCONTENT(%): 4.5 UNITWEIGHT(pcO: NA
OVERALL PLACEMENT LOCATION:
Paving, MacArthur Boulevard, southbound side of saeet, inside lane next to median,
Station 12+50 to 20+88
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Station 12+60
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO, TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 08/04/2005 7 6.00 28.26 115390 4080 Unbonded Cap
1 2 08/25/2005 28 0.00 0.00 Unbonded Cap
1 3 08/25/2005 28 0.00 0.00 Unbonded Cap
1 4 Hold
LIMITATIONS: The test results presented herein were prepared based upon thc specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in flag without the writXen approval of Rone Engineering Services, Ltd
01SS Page 1 of 2
one Engineering
8908 Ambassador Row, DaLlas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 238480
Ms, Suzan Taylor Project No.: 0510377
PO Box 9478 Date of Service: 07/28/2005
Coppell TX 75019 Report Date: 08/08/2005
Project: MacArthur Boulevard Widening
ST 97-03
Obtain samples of fresh concrete at the placement locations, perform required field testing, ca~t compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: .[RJ Paving
CONCRETE SUPPLIER: TXI
PLANT: 13 1
SPECIFICATION REQUIREMENTS
STRENGTH: 3600 psi ~ 28 Days
SLUMP (in): 3" - 5"
Am (%): 3% - 6%
TEST METHOD: ASTM C- 172
ASTM C-31 ~,~
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 8274 SLUMP
PLACEMENT DATE: 07/28/2005 (inches)
WEATHER CONDITIONS: Partly cloudy 5.0
TIME SAMPLED: 10:00am BATCHTIME: 9:081tm
TEMPERATURE (F) - AIR 81 F CONCRETE: 84 F
TRUCK NO: 104 TICKET NO: 89952
AIR CONTENT (%): 4.6 unIT WEIGHT (peO: NA
OVERALL PLACEMENT LOCATION:
Paving, MaeArthur Boulevard, southbound side of street, inside lane next to median,
Station 12+50 to 20+88
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Station 16+90
CYLINDER
MAKI~D DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
2 1 08/04/2005 7 6.00 28.26
2 2 08/25/2005 28 0.00 0.00
2 3 08/25/2005 28 0.00 0.00
2 4 Hold
Technician: Pat Parks
Report Distribution:
(1) Cii3, of Coppell
(1) City of Copp¢ll
Started: 6:30am
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
116160 4110 Unbonded Cap
Finished: 12:15pm
Unbonded Cap
Unbonded Cap
Clay Stark
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc) or any other feature of similar subject manet provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shalI not be reproduced except in full without the wrinen approval of Rone Engineering Services, Ltd.
01SS Page 2 of 2
{one Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth~ TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
CLient:
City of Coppell
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
Repo~ No.: 238565
Project No.: 0510377
Date ofService: 07/29/2005
Report Date: 08/08/2005
Project: MacArthur Boulevard Widening
ST 97-03
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: JRJ Paving
CONCRETE SUPPLIER: TX][
PLANT: 151
SPECIFICATION REQUIREMENTS
3600 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA MEAS~ED
MIX DESIGN I.D.: 8274 SLUMP
PLACEMENT DATE: 07/29/2005 (inches)
WEATHER CONDITIONS: Partly cloudy 4.5
TIWIE SAMPLED: 7:20am BATCH T~Vm: 6:33am
TEMPERATURE (F) - AIR 74 F CONCRETE: 80 F
TRucK NO: 826 TICKET NO: 30767
AIR CONTENT (%): 4.5 tr~rr WEIGHT (per'l: NA
OVERALL PLACEMENT LOCATION:
Paving, MacArthur Boulevard, south side of street, inside lane next to median. Station
20+88 to 27+20
SAMI~LE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Station 20+93
MAXIMUM COMPRESSIVE
CYLINDER
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) Obs. force) (psi) TYPE
1 1 08/05/2005 7 6.00 28.26 100770 3560 Unbonded Cap
1 2 08/26/2005 28 0.00 0.00 Unbonded Cap
1 3 08/26/2005 28 0.00 0.00 Unbonded Cap
1 4 Hold
LIMITATIONS: The test results presented h~rein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and report~ are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Roue Engineering Services, Ltd.
01SS Page 1 of 2
: one Engineenng
8908 Ambassador Row. Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Sta. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 238565
Ms. Suzan Taylor Project No.: 0510377
PO Box 9478 Date of Service: 07/29/2005
Coppell TX 75019 Report Date: 08/08/2005
Project: MacArthur Boulevard Widening
ST 97-03
Services:
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (ia):
AIR (%):
TEST METHOD:
CONTRACTOR: JRJ Paving
CONCRETE SUPPLIER: TX][
PLANT: 151
SPECIFICATION REQUIREMENTS
3600 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 8274 SLUMP
PLACEMENT DATE: 07/29/2005 (inches)
WEATHER CoNomONS: Partly cloudy 4.5
TIME SAMPLED: 10:40am BATCHTIME: 9:54am
TEMPERATURE (F)- AIR 89 F CONCRETE: 86 F
tRUCK NO: 101 TICREX NO: 91117
AIR CONTENt (%): 4.6 UNITWE, IGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving, MacArlhur Boulevard, south side of slxeet, inside lane next to median, Station
20+88 to 27+20
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
St~ion 25+53
CYLINDER
MARKED DATE AGE DIAMETER
SET NO. TESTED (days) 0aches)
2 1 08/05/2005 7 6.00
2 2 08/26/2005 28 0.00
2 3 08/26/2005 28 0.00
2 4 Hold
Technician: Pat Parks
Report Distribution:
(1) City of Coppell
(l) City of Coppell
Started: 6:30am
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH FRACTURE
(sq.iu.) (Ib~ force) (psi) TYPE
28.26 99530 3520 Unbonded Cap
0.00 Unbonded Cap
0.00 Unbonded Cap
Finished: 12:15pm
X-~lay Stark
Project Manager
LBvflTATIONS: The test results presented hereto were prepared based upon the specific saraples provided for testing. We assume no responsibility for vacation in quality
(composition, appearance, etc.) or may other feature of similar subject maRer provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the wrinen approval of Rone Engineering Services, Ltd.
3ISS Page 2 of 2