SC-Coppell HS-LR000421FUGRO SOUTH, INC.
2860 Virgo Lane; D=.~.~, T~ 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: Apd~ 21,2000
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 (%) (Aswa 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
3O
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 4000/28 days
CHC 923 28 05/11/00
CHC 924 28 05/11/00
CHC 925 Hold Fracture mode is (A) unless othem,'ise noted'
Specifications: Making & ASTM C-31 Testing ASTM C'143. Typesof ~] [~ [~ ~]
Curing: Methods: ASTM C-39 Fracture: A B C , D ,,
REMARKS:
Technician: Phitlip Forrest
FUGRO SOUTH INC.
Reviewed By: ~, .
SMH/rm
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis J
Coppetl lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 virgo Lane; Dallas. Taxa~ 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: April 21,2000
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-231):
11:52 am WATER ADDED (gal): 0
Cloudy SLUMP (in.) (ASWa C-143): 5.50
Columns, level ~f2, section ~2, F/7, Fl9, Gl9
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 918 7 04/20100 103000 3690 4000/28 days
CHC 919 28 05/11/00
CHC 920 28 05/11/00 .....
CHC 921 Hold
Fracture mode is (Ai unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~] [~ [~ r-[
cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forest
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
IOllO
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
SAMPLE DATE: April 13, 2000
Report Date: Apd~ 21, 2000
Project No.: 0791-2208
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
7085613 CONCRETE SUPPLIER:
66.9
74.4
4:55 pm
5:26 pm
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASWa C.23t):
WATER ADDED (gal):
P/C & Windy SLUMP (in.) (ASWa C.t43):
Vomitory wail B/20.5 to B22.5 3/4 up from bottom
Lattimore
7/1125
42
0
5 3/4
CYLINDER
NUMBER
CHC 926
CHC 927
CHC 928
CHC 929
Spedflcations:
REMARKS:
Technician:
CONCRETE CYLINDER COMPRESSIVE S ! KENGTH TESTS
AGE
7
28
28
Hold
Making &
Cudng:
Standard 6" x 12", 28.27 square inches
DATE
TESTED
04/20/00
05/11/00
05111/00
ASTM C-31
TOTAL
LOAD
(pounds)
101000
COMPRESSIVE
STRENGTH
(psi)
3710
Testing
Methods:
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
4000/28 days
~ Fracture mode is (A) unless otherwise noted
AST~ ~-39' ~ B
Phillip Forrest
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 Virgo Lane: Ga;;,;, Texa~ 75229
Ph (972)484-8301: Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: CoppeH lSD, do Dal - Mac Construction Co. Report Date: Ap~l 21, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
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.t43): 5.50
Slab on grade, A/20.5 Line
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
CYUNDER
NUMBER
CHC 914
CHC 915
CHC 916
CHC 917
Specifications:
REMARKS:
AGE
(days)
7
DATE
TESTED
04/2O~OO
28 05/11/00
28 05/11/00
Hold
Making & ASTM C-31
Cudng:
TOTAL
LOAD
(pounds)
780O0
Testing
Methods:
ASTM C-1
ASTM C-3
Technician: Phillip Forrest
FUGR¢
Reviewe
SMHIrm
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
COMPRESSIVE
STRENGTH
(psi)
2760
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
3000/28 days
I F ractu re rrR3de is (A)unless oth el~ == note[~
$;)3, Types of
Fracture: A C D
SOUTH INC.
By: