ST0102-LR030701RoneEngineers
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
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Report No.: 178070
Project No.: 027176
Date of Service: 06/02/2003
Report Date: 07/01/2003
Project: Ruby Road (ST 01-02)
Coppell, TX
Services: Obtain samples of flesh 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: Tiseo Paving
CONCRETE SUPPLIER: Tiseo Paving
PLANT: Dallas
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3"-5"
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-138
ASTM C-39
PROJECT DATA
MIXDESIGN I.D.: 3
PLACE}lENT DATE: 06/02/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:30pm BATCHTIME: 3:51pm
TEMPERATURE (F) - AIR 90 F CONCRETE: 89 F
TRUCK NO: 147 TICKET NO: NA
AIR CONTENT (%): 4.1 UN1TWEIGHT(pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - Ruby Road - eastbound lane, Station 18+00 thru 24+00
SAMPLE LOCATION: Station 22+00
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 4.0
1 2 4.0
1 3 4.0
1 4 4.0
DArE AGE
TESTED (days)
06/06/2003 4
06/09/2003 7
06/30/2003 28
06/30/2003 28
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(tbs.~rce) (psi) TYPE
116385 4120 Unbonded Cap
119230 4220 Unbonded Cap
148805 5260 Unbonded Cap
145400 5140 Unbonded Cap
Average 5200
Technician: Shawn Deal
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacbeco Koch
(I) Wright Construction Company
Started: l:30pm
Finished: 5:15pm~°~ngineers' Ltd'
// ~/ ~ JohnMoody
,O' / Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specitic samples provided ~br testing. We assume no responsibilit~ for variation in quality
(composition, appearance, performance, etc.) or any other l~ature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are lbr the exclusive use of the clients o whom they are addressed and shall not be reproduced except in rial without the written approval of Rone Engineers, Ltd.
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RoneEngineers
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
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Services:
Report No.: 178054
Project No.: 027176
Date of Service: 06/02/2003
Report Date: 07/01/2003
Obtain samples of flesh 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:
CONTRACTOR: Tiseo Paving
CONCRETE SUPPLIER: Tiseo
VLANT: Dallas
SPECIFICA FION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 3
PLACENIENT DATE: 06/02/2003
W3EATHER CONDITIONS: Partly cloudy
TIME SAMPLED: l:15pm BATCHTIME: 12:24pm
TEMPERATURE (F)-AIR 83 F CONCRETE: 93 F
TRUCKNO: !47 TICKETNO: NA
AIR CONTENT (%): 4.8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - Ruby Road - eastbound lane, Station 18+50 tt~m 24+00
SAMPLE LOCATION: Station 19+00
REPORT OF TE~qT~q
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 2.75
1 2 2.75
1 3 2.75
1 4 2.75
DATE
TESTED
06/06/20O3
06/09/2003
06/30/2003
06/30/2003
MAX1MUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
4 104955 3710 Unbonded Cap
7 120450 4260 Unbonded Cap
28 152500 5390 Unbonded Cap
28 149250 5280 Unbonded Cap
Average 5340
Technician: Richard Bullion
Report Distribution:
(1) City o£Coppell
(1) Tiseo Paving Company
(I) Pachcco Koch
(I) Wright Construction Company
Started: 12:15pm
Finished: 2:30pm../.~ Engineers, Ltd.
/y' ~/ Jolm Moody
~ ~// 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, performance, etc ) or any other tEature of similar sub ect ma er provided bv persons or conditions over which we have no control. Our letters and
reports are for the exclasive use of thc clients to ~,hom they arc addressed and shall not be reproduced except in full without the written approval of RoDe Engineers, Ltd.
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