DFW Trade JV-LR 990226 P.O. Box 223571 DALLAS, TEXAS 75222-3571
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT
TO: INDUSTRIAL DEV. INTERNATIONAL PROJECT: DFW TRADE CENTER
5420 LBJ FREEWAY, SUITE 1275 BUILDING H
DALLAS, TX 75240 TETCO NO.: 3126
DATE: 2/26/99
TECHNICIAN: J.TIPTON REPORT NO.: 399088-KP
399606-KP
CONCRETE FOR: PAVING AT EAST SIDE PARKING AND DRIVE AREA OF BUILDING H
MARK CONCRETE MIX INFORMATION INCHES DAYS CAST TESTED LOAD, LBS STRENGTH, PSI
IDI-803 PIONEER PLANT #27 4 3/4" 7 02/19/99 02/26/99 92,000 3,250
IDI-804 M IX # 9339 28 02/19/99 03/19/99 120,000 4,240
IDI-805 28 02/19/99 03/19/99 117,000 4,140
FINE AGG. SOURCE: 28 DAY STRENGTH REQUIREMENT: 3500 PSI I
COARSE AGG. SOURCE: BRAND OF CEMENT:
I
ADDITIONAL INFORMATION IF MADE BY TETCO:
TIME MADE: 4:45 AM UNIT WEIGHT: NA TRUCK NO.: 924
CONCRETE TEMP.: 57 F WATER ADDED TO TRUCK: NONE TICKET NO: 176195
LTWINDS
AIR CONTENT: 4.8% ACCUMULATED YARDS: 40 WEATHER: PTCLDY 41
REMARKS:
NOTES: (1.) COMPRESSIVE STRENGTHS DETERMINED IN ACCORDANCE WITH ASTM C39 [2.) CROSS-SECTIONAL AREA, DIAM,- ~ ~-~ & LENGTH ARE STANDARD
UNLESS OTHERWISE NOTED (3.) PORTIONS OF THE INFORMATION CONTAINED IN THIS REPORT HAVE BEEN FURNISHED BY OTHERS (4.) CYLINDERS CURED
IN LABORATORY IN ACCORDANCE WITH ASTM C31 UNLESS OTHERWISE NOTED (5.) UNBONDED CAPS UTILIZED IN ACCORDANCE WiTH ASTM C1231 UNLESS
OTHERWISE NOTED (6.) SAMPLES TAKEN IN ACCORDANCE WiTH ASTM C172 WHERE PRACTICABLE.
COPIES TO: 1-CLIENT
ATT: KEN KUESEL
1- KAJIMA CONST. SERV. TRINITY ENGINEERING TESTING CORP.
1-MacGREGOR ASSOC. ARCHITECTS
1-POTTER CONCRETE CO.
1-PIONEER CONCRETE
1-CITY OF GRAPEVINE -{~,[[ /
1-CITY OF COPPELL'~"~ ' Roy R. Grant, P.E.
The results shown on this report are for the exclusive use oftize client for whom they w~re obtained and apply only to the samples tested and/or ixtspected.
323 They are not intended to b~ indicative of q,~,liti~ of apparently identical products. The use Gloat name must receive prior written approval.