SC-Coppell HS-LR000204~O
FUGRO SOUTH, INC.
2680 V~rgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; FaX (972) 620-7328
GENERAL REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co. Report. Date: February 4, 2000
Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
DAILY ACTIVITY REPORT: February 1,2000 .
Services Performed: visual Inspection
Weather Conditions: Overcast/Cloudy
Contractors on Site: Cortez / DaI-Mac
Remarks: On this date, a representative of Fugro South, Inc. was present on the above mentioned project
to perform the following tests and observations as requested:
· 1) Observed drilling of piers for Stadium
· 2) Made 4 cylinders
· 3) Picked-up proctor for new north parking lot
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
David A. Belcher, P.E,
Sr. Project Manager
SMH/bg
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis J
Coppell lSD -Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
Ro
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c/o Dal- Mac Construction Co.
PROJECT: Coppell High School, Multi Purpose Building, Coppell, Texas
DRILLING CONTRACTOR: Street Foundation
Report Date: February 4, 2000
Project No.: 0791-2208
Page I
i
DATE PERFORMED: FebruarY t' 2000~ I
Location: Drilled Piers
A-5-21 36 16.8 4.0 4.0 20.8 Yes Yes No #42
A-21 36 17.3 7.0 7.0 24.3 Yes No No #.41
B-21 36 19.7 10.0 10.1 29.8 Yes No No #~t0
A-5-22 36 17.5 4.0 4.1 21.6 Yes Yes No #54
A-22 36 17.6 4.0 4.0 21.6 Yes Yes No #56
B-22 36 17.5 10.0 10.0 27.5 Yes No No #48
A-7-22.7 18 19.6 4.0 4.0 23.6 Yes No No #59
A-6-24 18 18.6 4.0 4.1 22.7 Yes No No #57
A-6-23.5 18 19.0 4.0 4.1 23.1 Yes No No #58
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Gray Shale
m During drilling operations; however, piers were dry prior to placement of concrete.
Mike Flute
Fugro Technician
FUGRO SOUTH INC.
Reviewed By:
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
FUGRO SOUTH, INC.
288~ Vtrgo Lane; D~_,?_~. T-~x-=s 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: February 4, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE DA1 =: January 7, 2000
CONTRACTOR: The Cortez Group
TICKET NO.: 7082032
AMBIENT TEMP. (°F): 55
CONCRETE TEMP. (°F) (ASTM C.10S4): 73
TIME BATCHED: 3:17
TIME SAMPLED: 4:20
WEATHER CONDITION: Rain
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/646
MIX ID NUMBER: 16
AIR (%) (ASTM C-23t):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C.143): 5
Grade beam, Line A-1 at AJ
- CONCRETE CYLINDER COMPRESSIVE STRENGTH !/SSTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRE~iVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUM_RER (days) TESTED (pounds) (psi) (psi)
CHC 476 7 01/14/00 118000 4170 3000/28 days
CHC 477 28 02/04/00 149000 5270
CHC 478 28 02/04/00 146000 5160
CHC 479 Hold Frec_hJre ~T.7.~e is (A) unless Ou .~,-wise, ..._..._--_.
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~ [~]
Curing: Methods: ASTM C-39 Fracture: A B . C D
REMARKS:
Technician: Greg Forsythe
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: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 4, 2000
PROJECT: Coppell High School, Multi Purpose Building Project NO.'- 0791-2208
Coppell, Texas
SAMPLE DATE: January 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.¶064):
TIME BATCHED:
TIME SAMPLED:
W-mATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
3097418
56
71
2:29
3:20
Raining
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/761
MIX ID NUMBER: 16
AIR (%) (ASTU C-231):
WATER ADDED (gal): 0
SLUMP (in.) (AS?M C.t43): 5
Grade beam, Line A-N at A2
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) (ps1)
CHC 472 7 01/14/00 113000 4000 3000/28 days
CHC 473 28 02/04/00 148000 5240
CHC 474 28 02/04/00 150000 5310
CHC 475 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Types°f [~ [~] [~ r'-]
curing: Melhods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Greg Forsythe
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: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 4, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: January 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-t064):
TiME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7081941
57
72
1:04
2:00
Cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7~959
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C.143): 5
Grade beam, Line A-1 at AG
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 468 7 01/14/00 111000 3930 3000/28 days
CHC 469 28 02/04/00 154000 5450
CHC 470 28 02/04/00 151000 5340
CHC 471 Hold Fracture mode is (A)
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~] ["']
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Greg Forsythe
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