SC-Coppell HS-LR000216FUGRO SOUTH, INC.
i
2880 ~ lane; Dallas. Tax~ 75229
Ph (972) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: Febnmry 16, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 8, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.10S4):
TIME BATCHED:
TiME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac I Cortez Group
3098864 CONCRETE SUPPLIER: Lattimore
49.8 PLANT/TRUCK: 3/964
54.7 MIX ID NUMBER: 16
8:03 am AIR (%) (ASTU C.~,3t): 3.0
8:40 am WATER ADDED (gal): 0
Clear SLUMP (in.) (As'r~a c-t43): 6
Pier: B/24.5, Q.5/8, B/24.1, B24.4
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 568 7 02115100 103000 3640 3(X)0/28 days
CHC 569 28 03/07100
CHC 570 28 03107/00
CHC 571 Hold
Fracture mode I$ (A) unless Ou~wi~e ~
Specifications: Making & ASTM C-31 Tesling ASTM C-143, Typesof ~ [~] ~] ~
Cudng: Methods: ASTM C.39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By:
DaI-Mac Construction - Damon Norman
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: February 16. 2000
Project No.: 0791-2208
SAMPLE DATE: February 8, 2000
CONTRACTOR:
TICKET NO.: 3098916
AMBIENT TEMP. (°F): 68.9
CONCRETE TEMP. (°F) (ASTM C.1064): 60.5
TIME BATCHED: 2:59 pm
TIME SAMPLED: 3:50 pm
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Piers:
Dal Mac / Cortez Group
CONCRETE SUPPLIER: baltimore
PLANT/TRUCK: 3/734
MIX ID NUMBER: · 16
AIR (%) (Aswa c-23t): 2.50
WATER ADDED (gal): 0
SLUMP (in.) (ASwa C-~43): 7 114
D/23, C/22 bottom 1/2 D/18
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRES8IVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (1~i)
CHC 572 7 02/15/00 86000 3040 3000/28 days
CHC 573 28 03/07/00
CHC 574 28 03/07/00
CHC 575 Hold
Fracture mode is' (A) unless olhmwtse holed
Specifications: Making, ASTM C-31 Testing ASTM C-143, Typesof ~] ~, ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
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: February 16, 2000
Project No.: 0791-2208
SAMPLE DATE: February 8, 2000
CONTRACTOR:
TICKET NO.: 3098864
AMBIENT TEMP. (°F): 49.8
CONCRETE TEMP. (°F) (ASTM C-t064): 54.7
TIME BATCHED: 8:03 am
TIME SAMPLED: 8:40 am
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT: Pier:
Dal Mac / Cortez Group
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/964
MIX ID NUMBER: 16
AIR (%) {ASTM C-231): 3.0
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 6
B/24.5, Q.5/8, B/24.1, B24.4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRES~'~VE
CYLINDER AGE DATE LOAD STRENGTH STREHGTH
NUMBER (days) TESTED (pounds) (psi) (!~i)
CHC 568 7 02/15/00 103000 3640 3000/28 da}/s
CHC 569 28 03~07/00
CHC 570 28 03107/00
CHC 571 Hold
Fracture mode is (A) unless otherwise holed
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~] [~ [~]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMHIrm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Witliford
FUGRO SOUTH, INC.
2880 v;i-vo lane; D~.'.~,
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT:
PROJECT:
DRILLING CONTRACTOR:
Location: Drilled Piers
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 16, 2000
Coppell High School, Stadium Expansion, Coppell, Texas Proje~"t No.: 0791-2208
Street Foundation Page 1
DATE PERFORMED: February 1~2000 ~ii:~ ~: =
0.4lB. 1 18 14.4 152
0.5/B.4 18 13.5 4.0 7.0 20.5 Yes Yes Yes 153
C/1 36 11.0 5.0 5.0 16.0 Yes No No 73
36 9.0 4.0 6.5 15.5 Yes No No 100
D/2 36 11.5 5.0 5.5 17.0 Yes No No 99
D/24 36 12.5 4.0 4.3 16.8 Yes No No 87
Reinforcing steel checked in all piers and found to be in accordance with project require~. ~ents, unless
otherwise noted.
Bearing Material: Gray Shale
m During drilling operations; however, piers were dry prior to placement of concrete.
Phillip L. Forrest
Fugro Technician
FUGRO SOUTH INC.
Reviewed By: ~"~-- '~.-~'"-'"--.
SMH/bg
Distribution:
Dal-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford