SC-Coppell HS-LR000404FUGRO 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 4, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: March 27, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-10e4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Center Group
3101742 CONCRETE SUPPLIER: Lattimore
76.6 PLANT/TRUCK: 3/830
72.7 MIX ID NUMBER: 16
10:37 am AIR (%) (ASTM C-23'1): 1
11:30 am WATER ADDED (gal): 0
Clear SLUMP (in.) (ASTla C-t45): 6.50
Piers: A/l, AJ2, A/3, B/l, BI2, BI3, C/1, Cl2
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 748 7 04/03/00 82000 2900 3000/28 days
CHC 749 28 04/24/00
CHC 750 28 04/24/00
CHC 751 Hold
" Fracture mode is (A) unless otherwise noted
Spedflcations: Making & ASTM C-31 Testing ASTM C-143, Types°f ~] [~ [~ D
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 - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Eimore
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.
Coppeli High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: Apr, 4, 2000
Project No.: 0791-2208
SAMPLE DATE: March 24, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDmON:
LOCATION OF PLACEMENT:
Tri Dal
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143):
10 Foot outlet east side of tennis court parking lot
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 780 7 03/31/00 111000 3930 3000/28 days
CHC 781 28 04/21/00
CHC 782 28 04/21/00
CHC 783 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making& ASTM C-31 Testing ASTM C-143. Types of ~ [~ [~ D
Curing: IVlel~ods: ASTM c-3g Fracture: A B C , D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by contractor and assumed
to be correct.
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.
2880 Vlrgo Lane; Daflas, 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: Apd~ 4, 2000
Project No.: o791-22o8
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-lO~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
31O1868
82.1
78:4
1:35 pm
2:40 pm
Clear/windy
Piers: fiG, and
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/1096
MIX ID NUMBER: 16
AIR (%) (ASlla C-231): 3
WATER ADDED (gal): 0
SLUMP (in.) (ASWa C-143): 6
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inchee
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~s) TESTED (pounds) (psi) (psi) , ,
CHC 776 7 04/04/00 88000 3110 3000/28 days
CHC 777 28 04/25/00
CHC 778 28 04/25/00
CHC 779 Hold
Fracture mode i$ (A) unless otflefwtse noted
Spedflcalfons: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] p~] [~1 r--]
cudng: 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 - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Wiiliford
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, cio Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: Apr, 4, 2000
Project No.: 0791-2208
SAMPLE DATE: March 27, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 7084871
AMBIENT TEMP. (°F): 82
CONCRETE TEMP. (°F) (ASTM C.1064): 74
TIME BATCHED: 1:30 pm
TIME SAMPLED: 2:20 pm
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1045
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 4
Level 1 stadium columns BI20, B/21, B/22, B/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 752 7 04/03/00 94000 3330 4000/28 days
CHC 753 28 04/24/00
CHC 754 28 04/24/00
CHC 755 Hold
Fracture mode is (A) unless othenvise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~ r]-] ~-~ r-.-~
Curing: Methods: ASTM C-39 Fracture: AI/~ V~ VI I lB C D
REMARKS:
Technician: Mark Strittmatter
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppetl - 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:
Coppetl lSD, c/o Dal- Mac Construction Co.
Coppeil High School, Tennis CourlJParking Lot
Coppell, Texas
Report Date: April 4, 200O
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-t064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Trans Texas Tennis
1541410
82
83
1:20 pm
2:00 pm
Partly cloudy
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/835
MIX ID NUMBER: 8272
AIR (%) (ASWa C.231): 5
WATER ADDED (gal): 0
SLUMP (in.) (AsWa c.143): 5.50
Slab on grade for Tennis Court #10, sampled at 15 feet west, 15 feet
north of southeast comer
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 772 4 04/01/00 79000 2790 3500/28 days
CHC 773 7 04/04100
CHC 774 28 04/25/00
CHC 775 Hold
FraCtUre mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM 0-143, Types°f ~] [~ ~;] r--]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jose Rivera
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.
mil
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: Apri; 4, 2000
Project No.: o791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dai 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
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
CHC 770 28 04/25/00
CHC 771 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 T.ting ASTM C-143, Typesof ~;;~ ~'] ~'~ r--]
Curing: Methods: ASTM C-39 Fracture: AV~J I/~,J I/'1 L.JB c D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
SMH/rrn
Distribution:
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: April 4, 2000
PROJECT: 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.t0~4):
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 (%) (AST~ C-23t): 4.5
1:10 pm WATER ADDED (gal): 0
Partly cloudy SLUMP (in.) (ASTM C-~,~): 5 3/4
Slab on grade for Tennis Court #10, sampled at 20 feet east, 20 feet
south of northwest comer
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) ,(l~i)
CHC 764 7 04/01/00 70000 2480 3500/28 days
CHC 765 28 04/04/00
CHC 766 28 04/25/00
CHC 767 Hold
Fracture ,TrOGe is (A) unless o~,e,-,~1~ nu~G
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~ [~[~I D
Cudng: Methocls: ASTM C-39 Fracture: A B G D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
SMH/rm
Distribution:
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