PA9601-LR 970430 (7)(
OILTECH ENGINEERING AND TESTING INC.
7415 White HslI, Suite ~109
Fort Worth, Texas 7611B
Fax 817-595-0708
817-595-D064
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Pavement Construction and Maint.
PROJECT: Copperstone Jog Trail
TO:
SPECFiCATION$:
Strength (psi):
Slump (in.):
Air Content (%):
Concrete Temp (°F):
Ticket #: 7033442
Slump (in.): 136~75"
Concrete Temp (°F):
REPORT DATE: 04/30/97
REPORT NO.: 97-058,107
REPORT DISTRIBUTION:
Date of Placement:
Sampled By:
Weather:
Supplier/Mix:
FIELD DATA SET# 1
JTime Batched: 11:38 A.M.
Air Content (%): 147:%
Air Temp (°F):
PROjECT:DATA
04-23-97
J. Annillo
Clear
Lattimore
Time Sampled:
Unit Weight (pcf):
Yardage (cu.yd.):
Location/Remarks: 454 Copperstone Road-Copperstone Trail
12:15 P.M,
18cy
Ticket #:
Slump (in.):
Concrete Temp (°F):
Looation/Remarks:
FIELD: DATA SET
Air Temp (°F):
Time Batched:
Air Content (%):
Time Sampled:
Yardage (cu.yd.):
Unit Weight (pc'f):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED BY SOILTECH ENGINEERING AND TESTING, INC. ARE PER ASTM C31, TESTED PER ASTM C39
SET CYLINDER DATE AGE MAX. LOAD STRENGTH NOTES
NO. NO. TESTED (days) (Ibs) (psi)
042301 04-30 7 106,000 3,750
042302 04-30 7 106,500 3,760
1 042303 05-21 28
042304 05-21 28
NOMI LINDE IZE: 6 X 12 AREA: 28.27 sq. in.
'
TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISe- IN NU I