TR9501-CS 970324 (2)T'E~H'N 0 LOG I E S INC
Maxim Tech. ·Southwestem Labs
2575 Lone Star Dr. · P.O. BoX 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920.1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE FLEXURAL STRENGTH
INTEGRATED ROADWAY SERVICES
10701 SHADY TRAIL
ATTN: MOREY GANINI
DALLAS, TX 75220
MACARTHUR & PARKWAY BLVD.
COPPELL, TX
PROJECT NO.: 0903700085
REPORT NO.: 113068
DATE OF SERVICE: 2/26/97
AUTHORIZATION:
REPORT DATE: 3/24/97
Test flexural strength specimens prepared by others and delivered to our
laboratory.
CONTRACTOR: INTEGRATED ROADWAY SERVICES
CONCRETE SUPPLIER: N/A
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: Not Provided
SLUMP: N/A
AIR: N/A
METHOD OF TEST: ASTM C-293
PROJECT DATA
CLASS OF CONCRETE: N/A
DATE OF PLACEMENT: 2/24/97
TIME SAMPLED: N/A BY: Chris Edwards
TEMPERATURE (°F) - AIR: N/A CONCRETE:
TRUCK NO: N/A TICKET NO: N/A
AIR CONTENT(%): N/A UNIT WEIGHT(pcf): N/A
LOCATION OF PLACEMENT:
Traffic signal foundation
BEAM MEASURED
MARKED SLUMP
SET NO. {inches)
I I NOT
PROVIDED
i 2
REPORT OF TESTS
CONCRETE FLEXURAL STRENGTH - 8 X 6 BEAMS
MAXIMUM MODULUS OF
DATE AGE LOAD RUPTURE
TESTED {days) (lbs. force} (psi)
3/04/97 8 5640 680
3/24/97 28 6600 805
REMARKS
ADDITIONAL COMMENTS:
Compressive Strength of Concrete Using
Portions of Beams Broken in Flexure - ASTM C-116
7 day compressive strength = 3515 psi
Report Of Tests ContinUed On Page 2
1002 FR
T
INTEGRATED ROADWAY SERVICES
PROJECT NO. 0903700085
DATE OF SERVICE: 2/26/97
REPORT NO.
PAGE 2
SET NO. i
113068-1
REPORT OF TESTS ¢cor,:inued)
ADDITIONAI~ COMMENTS
ALL INFORMATION OTHER THAN TEST RESULTS WAS FURNISHED TO MAXIM AND ASSUMED
TO BE CORRECT.
Technician: Chris Edwards
Technician
Report Distribution: MAXIM ~
· / -~acken, B.S. Ch.E.
/ / // Project Manager
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