DFW Trade JV-LR 990226 (5) 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: R. MITCHELL REPORT NO.: 399091-KP
399609-KP
CONCRETE FOR: PAVING AT EAST SIDE PARKING AND DRIVE OF BLDG H
CYLINDER I SLUMP AGE DATE DATE TOTAL I COMPRESSIVE
MARK CONCRETE MIX INFORMATIONI INCHES DAYS CAST TESTED LOAD, LBSI STRENGTH, PSI
IDI-815 PIONEER PLANT #27 5" 7 02/19/99 02/26/99 78,000 2,760
IDI-816 MIX #9339 5" 28 02/19/99 03/19/99 124,000 4,390
IDI-817 5" 28 02/19/99 03/19/99 126,000 4,460
FINE AGG. SOURCE: 28 DAY STRENGTH REQUIREMENT: 3500
COARSE AGG. SOURCE: BRAND OF CEMENT:
ADDITIONAL INFORMATION IF MADE BY TETCO:
TIME MADE: 11:00 AM UNIT WEIGHT: NA TRUCK NO.: 546
CONCRETE TEMP.: 64 F WATER ADDED TO TRUCK: NA TICKET NO: 176242
LT WINDS
AIR CONTENT: 5.1% ACCUMULATED YARDS: 410 WEATHER: CLEAR 50
REMARKS:
NOTES: (1.) COMPRESSIVE STRENGTHS DETERMINED IN ACCORDANCE WITH ASTM C39 (2.) CROSS-SECTIONAL AREA, DIAMETER & 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-COMPASS BANK~
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 ar~ for the exclusive use of the client for whom [hey were obtained and apply only to the samples tested and/or respected.
323 They are not intended to be indicative o f qualities of apparently identical products. The use of our name mast receive p~ior written approval.