ST9301-LR050901 y o n Q Engineering 8908 Ambassador Row, Dallas, TX 75247
a Lf / V 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
, V Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 238878
Ms. Suzan Taylor
PO Box 9478 Project No.: 059909
Coppell TX 75019 Date of Service: 08/02/2005
Report Date: 09/01/2005
Project: East Sandy Lake Road i 1 - (h - 2204 Aj
ST 93 -01'
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
CONTRACTOR: Tiseo Paving Company MIX DESIGN LD.: 9616 -B MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 08/02/2005 (inches)
PLANT: 29 WEATHER CONDITIONS: Sunny 3.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:3Opm BATCH TIME: NA
STRENGTH: 0 psi @ 0 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 90 F
SLUMP (in): NA TRUCK NO: 95 TICKET NO: 1030372
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Manhole
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Line F, Station 40 +00
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 08/09/2005 7 6.00 28.26 108580 3840 Unbonded Cap
1 2 08/30/2005 28 6.00 28.26 149740 5300 Unbonded Cap
1 3 08/30/2005 28 6.00 28.26 147730 5220 Unbonded Cap
Average 5260
1 4 Hold
Ai
Technician: Julio Perez Started: 12:30pm Finished: 3:30pm . in ./
Report Distribution:
I
(1) City of Coppell i/
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving CMT Operations 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 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 full without the written approval of Rone Engineering Services, Ltd.
11SS Page 1 of 1
Fl one Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
r 6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 238625
Ms. Suzan Taylor * Project No.: 059909
PO Box 9478
Coppell TX 75019 )0 Date of Service: 07/29/2005
( . � Report Date: 09/01/2005
Project: East Sandy Lake Road
ST 93 -01
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
CONTRACTOR: Tiseo Paving Company MIX DESIGN I.D.: 9616 -B MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 07/29/2005 (inches)
PLANT: 29 WEATHER CONDITIONS: Sunny 3.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:45pm BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 94 F CONCRETE: 92 F
SLUMP (in): 4" maximum TRUCK NO: 1029 TICKET NO: 1030201
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Inlet
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Inlet walls, Station 45 +98 +50 on ,
ASTM C -39 REPORT OF TESTS westbound Sandy Lake Road
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 1 08/05/2005 7 6.00 28.26 110860 3920 Unbonded Cap
1 2 08/26/2005 28 6.00 28.26 140200 4960 Unbonded Cap
1 3 08/26/2005 28 6.00 28.26 144850 5120 Unbonded Cap
Average 5040
1 4 Hold
See Report #238624 for technician time.
Technician: Julio Perez Started: Finished: Ro , e Engi iring
Report Distribution: 1 /
(1) City of Coppell Ap A . `
(1) City of Coppell 411K.son Creasy, AET
(1) Tiseo Paving Project Manage
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 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 full without the written approval of Rone Engineering Services, Ltd.
0 1SS Page 1 of 1