SC-Coppell HS-LR000612FUGRO 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. Report Date: June 12, 2000
Coppell High School, Stadium Expansion Project NO.: 0791-2208
Coppell, Texas
DATE PERFORMED: June 9, 2000
General Contractor: The Cortez Group
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the
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:
Retaining wall at north end - west half
11:10 a.m.
12:15 p.m.
30
5-314 - 6-1/2
3.0 - 5.0
Lattimore - Plant No. 7
86 - 87°F
4000/28
4
No
Yancey Bivings
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike EImore
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. Report Date: June 12, 2000
Coppell High School, Stadium Expansion Project No,: 0791-2208
Coppell, Texas
DATE PERFORMED: June 8, 2000
General Contractor: The Cortez Group
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the
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:
Retaining wall at east half of north end
12:40 p.m.
3:10 p.m.
4O
5.0 - 6-1/4
3.0 - 5.0
Lattimore - Plant No. 7
85 - 89°F
4000/28
4
No
Yancey Bivings
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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 7~
Ph (972)484-8301; Fax (972) 620.7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: June 12, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: June 1, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 3105692
AMBIENT TEMP. (°F): 84
CONCRETE TEMP. (°F) (ASTM C-1064): 89
TIME BATCHED: 9:35
TIME SAMPLED: 10:45
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/01093
MIX ID NUMBER: 42
AIR (%) (ASTM C-231): 4.9
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Columns at stadium, column #138 to #148 Press box
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 1222 7 06/08/00 92400 3270 4000/28 days
CHC 1223 28 06/29/00
CHC 1224 28 06/29/00
CHC 1225 Hold
Fracture mode 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:
SMH/rm
Distribution:
Thomas Cranford
FUGRO SOUTH INC.
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford