SC-Coppell HS-LR000321FUGRO 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, cio Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: March 21, 2000
Project No.: 0791-2208
SAMPLE DATE: February 24, 2000
CONTRACTOR:
TICKET NO.: 3100002
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (Aswa c.1064): 72
TIME BATCHED: 1:05
TIME SAMPLED: 2:00
WEATHER CONDITION: Over cast
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/972
MIX ID NUMBER: 16
AIR (%) (ASwa C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C.143): 5 1/4
Grade beam, Line A-5 to Line B X Line 6 to Line 17.3, sampled at B-17
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 aquare Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER , (days) TESTED (pounds) (psi) , I (psi)
CHC 660 7 03/02/00 102000 3610 3000/28 days
CHC 661 28 03/23/00 125000 4420
CHC 662 28 03~23~00 127000 4490
CHC 663 Hold
Fracture mode is (A) unless othem4se noted
Speclflcatt°n': Making & ASTM C'31 Testing ASTM C'143, Types°f fi [~ [~]D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
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: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 21,2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: March 9, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7084376
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASTM C-1064): 81
TIME BATCHED: 2:11
TIME SAMPLED: 3:20
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-¶43):
Grade beam, grid line G-13
Lattimore
7/947
42
4.8
3O
4 3/4
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 720 7 03/16/00 91000 3220 4000/28 days
CHC 721 28 04/06/00
CHC 722 28 04/06/00
CHC 723 Hold
Fracture node 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:
Thomas Cranford
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.
i
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF MORTAR CUBES
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, High School Expansion
Coppell, Texas
Report Date: March 21, 2000
Project No.: 0791-220s
SAMPLE DATE: February 21, 2000
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Skinner Masonry
ASTM C-109
Cl .5-CA, Area C, Tier 1
2:45
Type N
Time Sampled: 3:05
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/da)./)
CHC 1 7 02/28/00 4.0 2670 670 750/28
CHC 2 7 02/28/00 4.0 2890 720
CHC 3 7 02/28/00 4.0 3000 750
CHC 4 28 03/20/00 4.0 46000 1150
CHC 5 28 03/20/00 4.0 4340 1090
CHC 6 28 03~20/00 4.0 4090 1020
Remarks:
Mike Flute
Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
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
Reviewed By: ~ --