SC-Coppell HS-LR000121FUGRO 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: January 21, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: January 12, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7082110
78
82
12:55 pm
1:45 pm
Clear
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1040
MIX ID NUMBER: 16
AIR (%) (ASTM C.23t):
WATER ADDED (gal): 8
SLUMP (in.) (ASTM C-t43): 5
Multi purpose area, grade beam at southwest 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 480 7 01/19/00 102000 3610 3000/28 days
CHC 481 28 02/09/00
CHC 482 28 02/09/00
CHC 483 Hold
Fracture mode is (A) unless otherwise no~e~
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r~ r-~ r--~ r--]
Curing: Methods: ASTM C-39 Fracture: A1(._31 V~I v I I_.JB C D
REMARKS:
Technician: David Peters
SMHlrm
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: January 21,2000
Project No.: 0791-2208
SAMPLE DATE: December23, 1999
CONTRACTOR:
TICKET NO.: 7081399
AMBIENT TEMP. (°F): 60
CONCRETE TEMP. (°F) (ASTM C-1064): 64
TIME BATCHED: 11:44 am
TIME SAMPLED: 12:26 pm
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
The Cortez Group
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/757
MIX ID NUMBER: 16
AIR (%) (ASTM C-23'1):
WATER ADDED (gal): 0
SLUMP (in.) (ASTra C-143): 5
Grade beam high Iow beam between weight room & Multi-Purpose
Building
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 448 7 12/30/99 89260 3160 3000/28 days
CHC 449 28 01/20/00 113000 4000
CHC 450 28 01/20/00 115000 4070
CHC 451 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~ [~1
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
William Granger
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Damo~ 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, Multi Purpose Building
Coppetl, Texas
Report Date: January 21, 2000
Project No.: 0791-2208
SAMPLE DATE: December 23, 1999
CONTRACTOR:
TICKET NO.: 7081410
AMBIENT TEMP. (°F): 64
CONCRETE TEMP. (°F) (ASTM C-1064): 66
TIME BATCHED: 12:46 pm
TIME SAMPLED: 1:25 pm
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
The Cortez Group
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/955
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4.5
Multi-Purpose Building, grade beam grid J-1 to J-11
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 452 7 12/30/99 85200 3010 3000/28 days
CHC 453 28 01/20/00 123000 4350
CHC 454 28 01/20/00 121000 4280
CHC 455 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1F'T'~ r---/i r-]
Cudng: Methods: ASTM C-39 Fracture: AVXI V',J VI I lB C D
REMARKS:
Technician:
SMH/rm
Distribution:
William Granger
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, Multi Purpose Building
Coppell, Texas
Report Date: January 21, 2000
Project No.: 0791-2208
SAMPLE DATE: December 20, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7081232
45
74
_~[:50
2:45
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C.231):
WATER ADDED (gal):
SLUUP (in.) (ASTM C.t43):
Grade beam J-15 thru J-10
Lattimore
7-955
16
10
5
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 440 7 12/27/99 87980 3110 3000~28 days
CHC 441 28 1/17/00 124000 4390
CHC 442 28 1/17/00 122000 4320
CHC 443 Hold
Fracture mode is (A) unless otherWise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof [~] ~ ~ ~
Cudng: Methods: 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"
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, Multi Purpose Building
Coppell, Texas
Report Date: January 21, 2000
Project No.: 0791-2208
SAMPLE DATE: December 21, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
3096706 CONCRETE SUPPLIER:
45 PLANT/TRUCK:
50 MIX ID NUMBER:
2:31 AIR (%) (ASTM C.231):
3:00 WATER ADDED {gal):
Cloudy SLUMP {in.) (ASTM C-143):
Grade beam grid line 14 A to J, Area C
Lattimore Materials
3/822
3.8
0
6.50
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 444 7 12/28/99 90320 3200 3000/28 days
CHC 445 28 01/18/00 118000 4170
CHC 446 28 01/18/00 116000 4100
CHC 447 Hold
Fracture mocie is (A) unless otherwise noted
Specifications: Making & ASTM C'31 Testing ASTM C'143, Types°f [~ ~] [~1 E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Dumitru Balas
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
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: January 21, 2000
Project No.: 0791-2208
DATE PERFORMED: January 20, 2000
General Contractor: DaI-Mac Construction
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the From Grid Lines J-R and from Lines 2-15
following location:
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
12:00 noon
5:00 p.m.
221
3.0 - 3.5
5.0
Lattimore - Plant #7
59 - 60°F
3000/28
8
No
Trey Allen
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
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