ST0102-LR030708RoneEn gineers
8908 Ambassador Ro'~x, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, IX 76118
6300 Rothway, Ste. 150, ttouston, TX 77640
Corporate Phone: (214) 630°9745
CONCRETE COMPRESSIVE STRENGTtt TEST
Client:
City of Coppell
Arm: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 178390
Project No.: 027176
Date of Service: 06/09/2003
Report Date: 07/08/2003
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 tesung in accordance with applicable standards,
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Tiseo Paving
CONCRETE SUPPLIER: Tiseo Paving
PLANT: NA
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
MIX DESIGN LD.: NA
PLACEMENT DATE: 06/09/2003
WEATDER CONDITIONS: Clear
TIME SAMPLED: 1:50pm BATCH TIME: l: 12pm
TEMPERATURE (F)- AIR 92 F CONCRETE: 84 F
TRUCKNO: 145 T1CKETNO: NA
AIR CONTENT (%): 5.2°/o UNIT W'EIGHT (pcO: NA
OX"ER_ALL PLACEMENT LOCATION:
Paving - northside of Ruby Road, Station 18+00 to Station 20+50
SAMPLE LOCATION: Station 20+00
RFPORT OF TF,,qTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
C'irLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 3.25
I 2 3.25
1 3 3.25
4
DATE
TESTED
06/16/2OO3
07/07/2003
07/07/2003
Hold
NLs. XIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
7 125805 4450 Unbonded Cap
28 149285 5280 Unbonded Cap
28 149540 5290 Unbonded Cap
Average 5290
Technician: Jeremy Watts
Report Distribution:
(I) City of Coppcll
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Consuucrion Company
Started: 1 :OOpm
Finished: 2:45p/~/~Engineers, Ltd.
~ //(~ John Moody
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no respons b litv for vafia on in quality
(composnion, appearance, per~brmance, etc.) or any other l~:amre of similar subj eot matter provided by persons or conditions over which we hate n'o control Our letters a~{d
reports are for the exc!us~xe use of the cncnts to whom thc.~ are addressed and shall not be rep duccd exccp in full widmut the written approval of Roue Engineers, Ltd.
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