SC-Coppell HS-LR000730FUGRO SOUTH, INC.
2880 Virgo Lane; 0a#as. Texas 75229
Ph (972) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: July 30, 2000
Project No.: 0791-2208
SAMPLE DATE: May 31, 2000
CONTRACTOR: TH-Dal
TICKET NO.: 202516
AMBIENT TEMP. (°F): 93
CONCRETE TEMP. (°F) (ASTM C-1064): 91
TIME BATCHED: 4:10
TIME SAMPLED: 4:15
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM Co231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Inlets on parking lot
Custom Crete, Inc.
374
4050A
0
21/4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1218 7 06/07/00 87700 3100 3600/28 days
CHC 1219 28 06/28/00 123100 4350
CHC 1220 28 06/28/00 120800 4270
CHC 1221 Hold
Fracture mode is (A) unless otherwise noted
Spedfica,ons: Making & ASTM C-31 Testing ASTM C-143, Typesof [~3 [~ [~ 0
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Dumitru Balas
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Witliford