SC-Coppell HS-LR000623FUGRO SOUTH, INC.
2880 V*lrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, cio Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: June 23 2000
Project No.: 0791-2208
SAMPLE DATE: May 25, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 82
CONCRETE TEMP. (°F) (ASTM C-1064): 84
TIME BATCHED: 7:01 am
TIME SAMPLED: 8:15 am
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
The Cortez Group
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/1039
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 5.50
Slab for Press Box location 18-D
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER . tdays) TESTED (pounds) (psi) (psi)
CHC 1200 5 05/30/00 71300 2520 4000/28 days
CHC 1201 7 06/01/00 76500 2710
CHC 1202 28 06/22/00 97400 3450*
CHC 1203 28 06t22/00 101200 3580*
CHC 1204 56 07/20~00
CHC 1205 Hold
Fracture mode is (A) unless otherWise noted
Specifications: Making & ASTM C-31Curing: Testing ASTM C-143,Methods: ASTM C-39 Typesof ~;~] ~ ~ ~Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
* Does not meet required compressive strength at 28 days.
Yancey Bivings
FUGRO SOUTH INC.
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 Williford
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas. Texas 75229
I:'h (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: June 23, 2000
Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 25, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064)-'
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
087441
85
81
8:42 am
9:15 am
Sunny
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/938
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-t43): 6
Slab for Press Box location 15-G
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 1206 5 05/30t00 75900 2690 4000~28 days
CHC 1207 7 06/01/00 84700 3000 ....
CHC 1208 28 06/22/00 116600 4120
CHC 1209 28 06/22/00 114900 4060
CHC 1210 Hold
CHC 1211 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~] ~ r""]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/bg
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
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 Williford
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
PM (972) 484.8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c2o Dal - Mac Construction Co. Report Date: June 23, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 25, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
087447
91
83
9:49 am
10:30 am
Sunny
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7t959
MIX ID NUMBER: 42
AIR (%) (AS?M C-251):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C.143) -' 5
Slab for Press Box location 6-F
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 1212 5 .05/30100 81400 2880 4000/28 days
CHC 1213 7 06/01/00 85600 3030
CHC 1214 28 06/22/00 115100 4070
CHC 1215 28 06/22/00 118000 4170
CHC 1216 Hold
CHC 1217 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/bg
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
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 Williford