SC-Coppell HS-LR000412FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
REVISED
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 12, 2000
Project No.: 0791-2208
SAMPLE DATE: MarCh 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541203
82
84
12:22 pm
1:10 pm
Partly cloudy
CONCRETE SUPPLIER: TXI
PLANT/'FRUCK: 41/526
MIX ID NUMBER: 8272
AIR (%) (ASTM C-231): 4.5
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5 3/4
Slab on grade for Tennis Court #10, sampled at 20 feet east, 20 feet
south of northwest corner
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 764 4 04/01/00 70000 2480 3500/28 days
CHC 765 7 04/04/00 92000 3250
CHC 766 28 04/25/00
CHC 767 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~] [~ C3
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Revised to reflect correct age of samples tested
Technician: Jose Rivera FUGRO SOUTH INC.
SM H/mv
Distribution:
Reviewed By: ~.
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
FUGRO SOUTH, INC.
2880 Vi~o Lane; Dallas, Texas 752.~9
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
REVISED
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 12, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541337
82
85
12:43 pm
1:30 pm
Partly cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/809
MIX ID NUMBER: 8272
AIR (%) (ASTM C-231): 3.0
WATER ADDED (gal): 6
SLUMP (in.) (ASTM C-'143) .' 6
Slab on grade for Tennis Court #10, sampled at 30 feet south, 20 feet
west of northeast comer
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 Square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 768 4 04/01/00 75000 2650 3500/28 days
CHC 769 7 04/04/00 101000 3570
CHC 770 28 04/25/00
CHC 771 Hold
Fracture mode 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:
Revised to reflect correct age of samples tested
Jose Rivera FUGRO SOUTH INC.
SMH/mv
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
SHW Group - Joe Craddock
JRJ Paving - Jeff Williford
City of Coppell - Lee Stone
Coppell lSD - Mickey Harper
SHW Group - Mike Elmore
FUGRO SOUTH, INC.
ii
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas
REPORT DATE: April 12, 2000
PROJECT NO: 0791-2208
DATE PERFORMED: April 10, 2000
Density Test Method:
Number
1
Description
Dark brown silty clay with some organics
TEST RESULTS
TEST PROCTOR
NO. NO.
228 1
229 1
230 I
231 1
ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
96.1 18.9
LOCATION
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
96.3 19.3 100.2
East Parking Lot, 30 feet west and 30 feet
south of northeast corner of lot, natural
East Parking Lot, 30 feet west and 50 feet 99.4
south of northeast corner of lot, natural
East Parking Lot, 30 feet west and 10 feet 95.6
north of southeast comer of lot, natural
East Parking Lot, 20 feet west and 40 feet 95.7
north of southeast corner of lot, 1st lift
19.2 103.4
19.1 99.5
19.3 99.6
Remarks: All densities meet project specifications unless otherwise noted.
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
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:
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Coppell lSD, c/o Dal- Mac Construction Co. Report Date: April 12, 2000
Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541337 CONCRETE SUPPLIER: TXI
82 PLANT/TRUCK: 41/809
85 MIX ID NUMBER: 8272
12:43 pm AIR (%) (ASTra C-231): 3.0
1:30 pm WATER ADDED (gal): 6
Partly cloudy SLUMP (in.) (ASTM C-'143): 6
Slab on grade for Tennis Court #10, sampled at 30 feet south, 20 feet
west of northeast corner
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 768 7 04/01/00 75000 2650 3500/28 days
CHC 769 28 04/04/00 101000 3570
CHC 770 28 04/25/00
CHC 771 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~ ~--~
Curing: Methods: ^STM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/mv
Distribution:
Jose Rivera
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: April 12, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTra C-t0S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541203 CONCRETE SUPPLIER: TXI
82 PLANT/TRUCK: 41/526
84 MIX ID NUMBER: 8272
12:22 pm AIR (%) (ASTM C-231): 4.5
1:10 pm WATER ADDED (gal): 0
Partly cloudy SLUMP (in.) (ASTM C.~43): 5 3/4
Slab on grade for Tennis Court #10, sampled at 20 feet east, 20 feet
south of northwest corner
Standard 6"x , . q i
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 764 7 04/01/00 70000 2480 3500/28 days
CHC 765 28 04/04/00 92000 3250
CHC 766 28 04/25/00
CHC 767 Hold Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Types°f B [~ ~ g
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By: ~ ! --
SMH/mv
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: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: April 12, 2000
PROJECT: Coppell High School, Tennis CourtJParking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATH ER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541410 CONCRETE SUPPLIER: TXI
82 pLANT/TRUCK: 41/835
83 MIX ID NUMBER: 8272
1:20 pm AIR (%) (ASTM C-231): 5
2:00 pm WATER ADDED (gal): 0
Partly cloudy SLUMP (in.) (A$'rM C.143): 5.50
Slab on grade for Tennis Court #10, sampled at 15 feet west, 15 feet
north of southeast corner
CO NC RETE CYLiN D ER xCiO2,,M, P28R2E7SsSqluVa rEe iSn'rc~eEsNGTH lEST ~:
Standard 6" ·
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 772 4 04/01/00 79000 2790 3500/28 days
CHC [/3 7 04/04/00 104000 3680
CHC 774 28 04/25/00
CHC 775 Hold Fracture mode is (A) unless otherwise noted
Specifications: Making& ASTM C-31 Testing ASTM C-143, Typesof ~ [~ C[~ Dr-~
Fracture: A B
~ Curing: Methods: ASTM C-39 ~
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By: ~
SMH/mv
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