SC-Coppell HS-LR000713FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-~01; 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 13, 2000
Project No.: 0791-2208
SAMPLE DATE: July 5, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 107168
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTM C-1064): 88
TIME BATCHED: 12:52
TIME SAMPLED: 1:30
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-23t):
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143):
Lattimore Materials
3 / 1050
38
10
5.0
5 feet off firelane, #2 driveway to the north, 2 feet off curb line
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (pal) (psi)
CHC 1322 7 07-12-00 61500 2180 3000/28 days ,
CHC 1323 28 08-02-00
CHC 1324 28 08-02-00
CHC 1325 Hold
Fracture mode is (A) unless otherwise noted
Specificati°ns: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~] ~] r-
cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Sammy Roberts
FUGRO SOUTH INC.
SMH/bg
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
FUGRO SOUTH, INC.
i
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-83Ol; Fax (972) .2o-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 13, 2000
Project No.: 0791-2208
SAMPLE DATE: July 5, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 107148
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASWa C-1064): 87
TIME BATCHED: 9:32
TIME SAMPLED: 10:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASWa C-23t):
WATER ADDED (gal):
SLUMP (in.) (ASWa C-t43):
Lattimore Materials
3 / 975
38
100 feet off of northeast comer of stadium, 6 foot fence, 5 feet off of
firelane, 13= parking lot entrance
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 1318 7 07-12-00 69800 2470 3000/28 days
CHC 1319 28 08-02-00
CHC 1320 28 08-02-00
CHC 1321 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~] [~ ~ ~
, Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Sammy Roberts
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By: ,.~-----7z-
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.
2680 V'.~o Lane; ~, T~-~--
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, Tennis CoUrt/Parking Lot
Coppell, Texas
Report Date: July 13, 2000
Project No.: 0791-2208
SAMPLE DATE: July 5, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
089185
85
86
7:10
8:10
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASWa C-231):
WATER ADDED (gal):
Lattimore Materials
7 / 755
38
15
Sunny SLUMP (in.) (Aswa c.t43): 5.0
5 feet off fire lane north, 118 feet off tennis court south and 300 feet off
of curb line further west
CONCRETE CYLINDER COMPRESSIVE SYI~ENGTH TESTS
Standard 6" x 12", 28.27 square inchea
TOTAL COMPREUlVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUM_~ER (days) TESTED (pounds) (psi) (psi)
CHC 1314 7 07-12-00 77900 2760 3000/28 days
CHC 1315 28 08-O2-00
CHC 1316 28 08-02-00
CHC 1317 Hold F~_,~e .mod__e is (A) un~_~ otherwise noted
Speciflcalton,: Making, A~TM C-31 Testing ASTM C'143.
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Sammy Roberts
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppetl lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford