ST9301-LR060802 Ro n e Engineering 8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
W 7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 261626
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 07/20/2006
Coppell TX 75019 Report Date: 08/02/2006
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.: 9265 MEASURED
SLUMP
CONCRETE SUPPLIER: Redi Mix PLACEMENT DATE: 07/20/2006 (inches)
PLANT: 1 WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:30am BATCH TIME: 9:03am
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 90 F CONCRETE: 98 F
SLUMP (in): 3" - 5" TRUCK NO: 276 TICKET NO: 172027
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.12 Paving, approach to Regency Drive, westbound lane of Sandy Lake Road
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Center of approach
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 07/27/2006 7 6.00 TA 2 70460 2490 Unbonded Cap
1 2 08/17/2006 28 0.00 0.00 Unbonded Cap
1 3 08/17/2006 28 0.00 0.00 Unbonded Cap
1 4 Hold
Technician: Jeremy Brimingham Started: 7:30am Finished: 11:OOam 1 0:e n • 1 • • 'n
Report Distribution: — 1
(1) City of Coppell ,
(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.
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R ome En i n e e r i !'1 8908 Ambassador Row, Dallas, TX 75247
�/ `r `r i 1 4221 Freidrich Lane, Ste 195 Austin TX 78744
•.s
W- ; z.. 7701 W Little York, Ste 600, Houston, TX 77040
5i Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 261734
Ms. Suzan Taylor
Project No.: 0611391
PO Box 9478 Date of Service: 07/21/2006
Coppell TX 75019 Report Date: 08/02/2006
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.: 9265 MEASURED
SLUMP
CONCRETE SUPPLIER: Redi -Mix PLACEMENT DATE: 07/21/2006 (inches)
PLANT: 1 WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:3Oam BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 83 F CONCRETE: 95 F
SLUMP (in): 3" - 5" TRUCK NO: 238 TICKET NO: 172125
AIR ( %): 4% - 6% AIR CONTENT ( %): 3.5 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Paving, approach of Riverchase, off of westbound lane of Sandy Lake Road
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Approach of Riverchase
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 07/24/2006 3 6.00 28.26 72730 2570 Unbonded Cap
1 2 07/28/2006 7 5.99 28.17 85630 3040 Unbonded Cap
1 3 08/18/2006 28 0.00 0.00 Unbonded Cap
1 4 08/18/2006 28 0.00 0.00 Unbonded Cap
Technician: Jeremy Brimingham Started: 7:30am Finished: 9:45. - _ ' ! l e T i gin • ei g
Report Distribution: /f i
(1) City of Coppell � �1P A___..4
(1) Cit of Coppell ( � - 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
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