SC-Coppell HS-LR000512FUGRO 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: May 12, 2000
Project No.: 0791-2208
SAMPLE DATE: April 13, 4000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
7085579 CONCRETE SUPPLIER: Lattimore
52.2 PLANT/TRUCK: 7/757
67.3 MIX ID NUMBER: 16
8:14 am AIR (%) (ASTM C-231):
9:15 am WATER ADDED (gal): 5
Cloudy SLUMP (in.) (ASTM C-143): 5.50
Slab on grade, N20.5 Line
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 914 7 04/20/00 78000 2760 3000~28 days
CHC 915 28 05/11/00 105400 3730
CHC 916 28 05/11/00 103200 3650
CHC 917 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 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 - 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: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: May 12, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
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-t43): 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 05tl 1/00 95700 3390 4000/28 days
CHC 1003 28 06/01/00
CHC 1004 28 06/01/00
CHC 1005 Hold
Fracture' mode is (A) unless otherwise noted
Specifications: Making & .ASTM C-31 Testing ASTM C-143, Typesof ~;1 m F-~ F-'~
Curing: Methods: ASTM C-39 Fracture: AI/_.N VXI VI I lB C D
REMARKS:
Technician: Mike Flute
SMH/rm
Distribution:
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
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD. c_Jo Dal - Mac Construction Co. Report Date: May 12, 2000
PROJECT: Coppell High School, Stadium Expansion Project No,: 0791-2208
Coppell, Texas
SAMPLE DATE: April 13, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
7085599 CONCRETE SUPPLIER: Lattimore
66.1 PLANT/TRUCK: 7/959
71.0 MIX ID NUMBER: 42
10:53 am AIR (%) (ASTM C-23t):
11:52 am WATER ADDED (gal): 0
Cloudy SLUMP (in.) (ASTM C-~43): 5.50
Columns, level #2, section #2, Fl7, Fl9, Gl9
CONCRETE CYLINDER COMPRESSIVE STRENGTH i'ESTS
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 918 7 04/20/00 103000 3690 4000/28 days
CHC 919 28 05/11/00 125400 4440 .....
crc 920 28 05/11/00 122100 4320
CHC 921 Hold Fracture ,T,~e 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: Phillip Forest
FUGRO SOUTH INC.
Reviewed By: ~
SMH/rm
Distribution:
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 Vtrgo 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: May 12, 2000
Project No.: 0791-2208
SAMPLE DATE: April 13, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
7085604
68.5
77.4
12:29 pm
3:20 pm
P/C & Windy
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Vomitory 0.5/20.5 to 0.5 to 22.5
Lattimore
7/1042
42
30
6.50
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) (psi) (psi)
CHC 922 7 04/20/00 84000 2970 4000~2,8' days
CHC 923 28 05/11/00 119200 4220
CHC 924 28 05/11/00 117400 4150
CHC 925 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof B [~ ~~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phiilip Forrest
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
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: May 12, 2000
Project No.: 0791-2208
SAMPLE DATE: April 13, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
66.9
74.4
4:55 pm
5:26 pm
P/C & Windy
Dal Mac / Cortez Group
7085613 CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1125
MiX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5 3/4
Vomitory wall B/20.5 to B22.5 3/4 up from bottom
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da)~s) TESTED (pounds) (psi) (psi)
CHC 926 7 04/20/00 101000 3710 4000/28. days
CHC 927 28 05/11/00 133300 4720
CHC 928 28 05/11/00 135700 4800
CHC 929 Hold
Fracture mode is (A) unless offierwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~ [~ ~ ~
Curing: 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 - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford