ST9301-LR060720 Rone Engine ring 8908 Ambassador Row, Dallas, TX 75247
V E Engineering 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7„ , 7701 W Little York, Ste 600, Houston, TX 77040
` ` Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 260633
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 07/07/2006
Report Date: 07/20/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
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.: 2446M MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 07/07/2006 (inches)
PLANT: NA WEATHER CONDITIONS: Clear 2.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 1 1:OOam BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 87 F CONCRETE: 91 F
SLUMP (in): 3" maximum TRUCK NO: 162 TICKET NO: 50
AM ( %): 4% - 6% AIR CONTENT ( %): 5.25 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Pavement, eastbound lane of Sandy Lake Road
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Southeast comer of Riverchase
ASTM C -39 REPORT OF TESTS and Sandy Lake Road
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGT FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi )__ TYPE
1 1 07/10/2006 3 6.00 28.26 94760 350 `� Unbonded Cap
1 2 07/14/2006 7 6.00 28.26 100480 3550 Unbonded Cap
1 3 07/14/2006 7 6.00 28.26 104120 3680 Unbonded Cap
Average \ 3620
1 4 08/04/2006 28 0.00 0.00 Unbonded Cap
1 5 08/04/2006 28 0.00 0.00 Unbonded Cap
1 6 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.
nlcc POOP 1 of 7
Report No.: 260633 Rorie Engineering
MIME V 1111111111111111
Project No.: 0611391 Client: City of Coppell
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
Technician: Korey Neal Started: 9:OOam Finished: 12:OOp arngi a ring
Report Distribution: —
(1) City of Coppell
(1) City of Coppell tt Watson, AET
(1) Tiseo Paving Company �o ( 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 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.
A, cc Porn:. 1 of 7
n e Engineering g i n e e r i n 8908 Ambassador Row, Dallas, TX 75247
v V V ■ 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
` ea Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 260651
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 07/07/2006
Coppell TX 75019 Report Date: 07/20/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
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 Paving PLACEMENT DATE: 07/07/2006 (inches)
PLANT: NA WEATHER CONDITIONS: Clear 2.75
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2 :1 Opm BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 93 F CONCRETE: 94 F
SLUMP (in): 3" maximum TRUCK NO: 166 TICKET NO: 73
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Pavement, eastbond Sandy Lake Road
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: From Saint Joseph Apartment
ASTM C -39 REPORT OF TESTS entrance 120' east
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 07/10/2006 3 6.00 28.26 88530 3130 Unbonded Cap
1 2 07/14/2006 7 6.00 28.26 97710 3460 Unbonded Cap
1 3 07/14/2006 7 6.00 28.26 99890 3530 Unbonded Cap
Average 3500
1 4 08/04/2006 28 0.00 0.00 Unbonded Cap
1 5 08/04/2006 28 0.00 0.00 Unbonded Cap
1 6 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.
MCC Poop nf7.
Report No.: 260651 Rone Engineering
Project No.: 0611391 Client: City of Coppell
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
Technician: Korey Neal Started: 1:30pm Finished: 3:30p i i: i e E 'lie ring
Report Distribution:
(I) City of Coppell ' 4
(1) City of Coppell r K. Scott Watson, AET
(1) Tiseo Paving Company 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 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.
1ISS Page 2 of 2
n e A Engineering 8908 Ambassador Row, Dallas, TX 75247
V. v 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 256878
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/19/2006
Coppell TX 75019 Report Date: 07/20/2006
Project: East Sandy Lake Road
ST 93 -01 Completion \I �hCk
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.: 1261 MEASURED
SLUMP
CONCRETE SUPPLIER: LMC PLACEMENT DATE: 05/19/2006 (inches)
PLANT: 7 WEATHER CONDITIONS: Clear 4.25
SPECIFICATION REQUIREMENTS TIME SAMPLED: 1:27pm BATCH TIME: 12:23pm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 90 F CONCRETE: 95 F
SLUMP (in): 4" maximum TRUCK NO: 972 TICKET NO: 7164714
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -3 1 except 9.1 2 Rip rap, northeast corner of box culvert
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: 10' east, 7' north from southwest
ASTM C -39 REPORT OF TESTS corner
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 05/26/2006 7 6.00 28.26 51410 1820 Unbonded Cap
1 2 06/16/2006 28 6.00 28.26 87030 3080 Unbonded Cap
1 3 06/16/2006 28 6.00 28.26 77290 2730 * Unbonded Cap
Average 2910
1 4 07/14/2006 56 6.00 28.26 103400 3660 Unbonded Cap
* Does not comply with specified strength.
Technician: Ken Brimingham Started: 12 :OOp m Finished: 1:3/ph R ng E 1 gi 1 eering
Report Distribution: J /
(1) City of Coppell _ _ _
(1) City of Coppell l K. Scott Watson, AET
(1) Tiseo Paving Company 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 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 1 of 1