SC-Coppell HS-LR000602FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, 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, Stadium Expansion
Coppell, Texas
Report Date: June 2, 2000
Project No.: 0791-2208
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-1~): 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 05/30/00 75900 2690 4000/28 days
CHC 1207 7 06/01/00 84700 3000
CHC 1208 28 06/22/00
CHC 1209 28 06/22/00
CHC 1210 Hold
CHC 1211 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31Tes§ng ASTM C'143, Types°f ~] [~ [~] F'~
Curing: Me,ods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
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 Vkgo Lane; Dallas, Taxa~ 75229
lift (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: June 2, 2000
Project No.: 0791-2208
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:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C.231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Slab for Press Box location 6-F
LMC
7/959
42
5
5
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 05/30/00 81400 2880 4000/28 days
CHC 1213 7 06/01/00 85600 3030
CHC 1214 28 06/22/00
CHC 1215 28 06/22/00
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/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: s,,
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 Virgo Lane; D~il~s, T~ 75229
Ph (972) 484-8301; F~x (972) ~0-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: June 2, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
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 (days) 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
CHC 1203 28 06/22/00
CHC 1204 Hold
CHC 1205 Hold
Fracture mode is (A) unless Otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;;1 r-~-] r~l r--~
Curing: Methods: ASTM C-3g Fracture: AY_.51 V~I VI lIB C D
REMARKS:
Technician:
SMH/rm
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 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: June 2, 2000
Project No.: 0791-2208
SAMPLE DATE: May 04, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086466
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASTM C-1064): 82
TIME BATCHED: 12:00
TIME SAMPLED: 1:15
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7~958
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4
Step retaining wall at east line between 20 & 24, sampled at Line E-23
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 1002 7 05/11/00 95700 3390 4000/28 days
CHC 1003 28 06/01/00 123600 4370
CHC 1004 28 06/01/00 120500 4260
CHC 1005 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: Mike Flute
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 Williford