Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Stratford Manor-LR 990820
FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Huie Construction Co. Report Date: August 20, 1999 PROJECT: Stratford Manor, Coppell, Texas Project No.: 0791-2064 SAMPLE DATEi July 21, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-t064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Rodman Paving 7074433 88 89 10:15 am 10:50 am CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/955 MIX ID NUMBER: AIR (%) (ASTM C-23'1): WATER ADDED (gal): 0 Cloudy SLUMP (in.) (ASTM C-143) ' 6 Northeast corner of Prince Edward Street and the new road inside Stratford Manor ; CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS : : TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) SMC 49 7 07/28/99 114000 4030 3600/28 days SMC 50 28 08/18/99 135000 4780 SMC 51 28 08/18/99 137000 4850 SMC 52 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ [~ [~;1 D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: D. Gallaway, Jr. FUGRO SOUTH INC. Reviewed By: ~ Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Huie Construction Co. Report Date: August 20, 1999 PROJECT: Stratford Manor, Coppell, Texas Project No.: 0791-2064 SAMPLE DATE: July 20, 1999 CONTRACTOR: Rodman Paving TICKET NO.: 7074355 AMBIENT TEMP. (°F): 83 CONCRETE TEMP. (°F) (ASTM C-'1064): 88 TIME BATCHED: 7:42 am TIME SAMPLED: 8:25 am WEATHER CONDITION: Clear LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/947 MIX ID NUMBER: AIR (%) (ASTM C-231): WATER ADDED (gal): 12 SLUMP (in.) (ASTM C-143): 5 West side of turn around at entrance to development CONCRETE CYLINDER COMPREssIVE STRENGTH TESTS:: Standard 6!; x12; 28;27 Squate inches ;:; TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) SMC 45 7 07/27/99 101000 3570 3000/28 days SMC 46 28 08/17/99 127000 4490 SMC 47 28 08/17/99 129000 4560 SMC 48 Hold Fracture mode is (A} unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~] [~ D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: D. Gallaway, Jr. FUGRO SOUTH INC. Reviewed By: Huie Construction Co. - David A. Whitsett Alton Loyd, Inc. - Preston Skaggs