ST9301-LR051114 Y` n E ngineering 8908 Ambassador Row, Dallas, TX 75247
it 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.: 243428
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/14/2005
Report Date: 11/14/2005
Project: East Sandy Lake Road p,
ST 93-01 I .0 4
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.: 2446H MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 10/14/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Cloudy 3.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:O2am BATCH TIME: 7:53am
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 68 F CONCRETE: 84 F
SLUMP (in): 3 tt - 5 tt TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.6 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Paving, main lane left of centerline, Station 65 +27 to 65 +85
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Curb at Station 65 +85
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.) (Ibs. force) (psi) TYPE
1 1 10/17/2005 3 6.00 28.26 108450 3840 Unbonded Cap
1 2 10/21/2005 7 6.00 28.26 132540 4690 Unbonded Cap
1 3 11/11/2005 28 6.00 28.26 155710 5510 Unbonded Cap
1 4 11/11/2005 28 6.00 28.26 160280 5670 Unbonded Cap
Average 5590
1 4 Hold
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
11 SS Page 1 of 2
Aone Engineering 8908 Ambassador Row, Da117.s, TX 75247
2696 Gravel Drive, Fort `Forth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 243376
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/14/2005
Report Date: 11/14/2005
Project: East Sandy Lake Road 1 i
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.: 2446M MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 10/14/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 2.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:4Oam BATCH TIME: 9:25am
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 71 F CONCRETE: 85 F
SLUMP (in): 2" maximum TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Paving, westbound lane, Station 32 +00 to 26 +36
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 31 +50, centerline
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.) (Ibs. force) (psi) TYPE
1 1 10/17/2005 3 6.00 28.26 107030 3780 Unbonded Cap
1 2 10/21/2005 7 6.00 28.26 117830 4170 Unbonded Cap
1 3 11/11/2005 28 6.00 28.26 151420 5350 Unbonded Cap
1 4 11/11/2005 28 6.00 28.26 145710 5150 Unbonded Cap
Average 5250
1 5 Hold
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.
OISS Page 1 of 2
,, 8908 Ambassador Row, Dallas, TX 75247
, e Engineering 2 696 Gravel Drive, Fort Worth, TX 76118
=tx 6300 Rothway, Ste. 150, Houston, TX 77040
x r.:14,4,T41,4,,;, r x - �; = '', .-4; Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 243376
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/14/2005
Coppell TX 75019
Report Date: 11/14/2005
Project: East Sandy Lake Road , A , , , A 9 (
ST 93 -01 at) �
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.: 2446M MEASURED
g p y SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 10/14/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 2.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:5 013111 BATCH TIME: 12:48pm
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 79 F CONCRETE: 88 F
SLUMP (in): 2" maximum TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.6 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Paving, westbound lane, Station 32 +00 to 26 +36
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 27 +00, centerline
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
2 1 10/17/2005 3 6.00 28.26 99640 3520 Unbonded Cap
2 2 10/21/2005 7 6.00 28.26 117560 4160 Unbonded Cap
2 3 11/11/2005 28 6.00 28.26 151680 5360 Unbonded Cap
2 4 11/11/2005 28 6.00 28.26 147110 5200 Unbonded Cap
Average 5280
2 5 Hold
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.
:MSS Page 2 of 2