SC-Coppell HS-LR000324FUGRO SOUTH, INC.
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, Stadium Expansion
Coppell, Texas
Report Date: Marc~ 24, 2000
Project No.: 0791-2208
SAMPLE DATE: February 24, 2000
Contractor:
Dal Mac
Method of Test:
ASTM C-109
Sample Location:
Time Batched:
Results ! Remarks:
Column, Area E ED-E4
Type N
Time Sampled:
sAMPLE AGE DATE AREA 'APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq, ira) (lbs.) {psi) (psi/day~,r )
CHC 7 7 03/02/00 4.0 2570 640 750/28
CHC 8 7 03/02/00 4.0 2800 700
CHC 9 7 03/02/00 4,0 2490 620
CHC 10 28 03/23~00 4.0 3440 860
CHC 11 28 03/23/00 4.0 3680 910
CHC 12 28 03/23/00 4.0 3310 830
Remarks: Ambient temperature: 70°
Mortar temperature: 66°
Mike Flute
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppetl lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH INC.
Reviewed By: ~
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT PRISM
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: March 24, 2000
Project No.: 0791-2208
SAMPLE DATE: February 24, 2000
General Contractor:
Method of Test:
Sample Location:
Results I Remarks:
Dal Mac
ASTM C-109
GH-FI Line, Area G
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/da~s).
CHC 1 7 03/02/00 14.06 57260 4070* 2500/28
CHC 2 28 03/23/00 89890 6390
CHC 3 28 03~23/00 90340 6430
Remarks: * Compressive strength corrected to reflect corrected area.
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
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
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.
Coppeil High School, Stadium Expansion
Coppell, Texas
Report Date: March 24, 2000
Project No.: 0791-2208
SAMPLE DATE: February 23, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 6118578
AMBIENT TEMP. (°F): 71
CONCRETE TEMP. (°F) (ASWa C-1064): 78
TIME BATCHED: 4:45
TIME SAMPLED: 5:50
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 6/1045
MIX ID NUMBER: 16
AIR (%) (ASWa C.231):
WATER ADDED (gal): 0
SLUMP (in.) (ASWa C.143): 4
Piers #E.5-2.5 light pole standard
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idays) TESTED (pounds) (psi) (1~1)
CHC 656 7 03/01/00 100000 3540 3000/28 days
CHC 657 28 03/22/00 123000 4350
CHC 658 28 03/22/00 121000 4280
CHC 659 Hold
Fracture mode is (A) unless otherwise nol~
Spedflcation': Making & ASTM C-31 Testing ASTM C'143, Typesof ~] [~ [~ r-.]
curing: Melhods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~_ ,,
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppeil 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: March 24, 2000
Project No.: 0791-2208
SAMPLE DATE: February 24, 2000
CONTRACTOR:
TICKET NO.: 7083900
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (ASWa C-10S4): 75
TIME BATCHED: 4:05
TIME SAMPLED: 4:40
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/182
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASWa C443): 5,50
South exterior wall east half, sampled at 20 feet east off west end of
wall
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square ing=hes
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Ida)s) TESTED , ,(pounds) (psi) (pM)
CHC 664 7 03/02/00 112000 3960 4000/28 days.
CHC 665 28 03/23/00 150000 5310
CHC 666 28 02/23/00 147000 5200
CHC 667 Hold
Fracture mode is (A) unless otherwise n°ted
Specifications: Making & ASTM C-31 T"~ng ASTM C'143, Types°f ~] ~ [~1 D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~'~ J
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 v~rgo Lane;
Ph (972) 484-6301
COMPRESSIVE STRENGTH OF GROUT
Dallas, Texas 75229
Fax (972) 620-7328
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: March 24, 2000
Project No.: 0791-2208
SAMPLE DATE: February 24, 2000
General Contractor:.
Method of Test:
Sample Location:
Results I Remarks:
Dal Mac
ASTM C-109
GH-FI Line, Area G
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
CHC 1 7 03/02/00 7.07 18420 2610 2500/28
CHC 2 28 03/23/00 30210 4270
CHC 3 28 03/23/00 30840 4360
CHC 4 Hold
Remarks:
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickay Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
Reviewed By: ~ ~