SC-Coppell HS-LR000425FUGRO 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, Stadium Expansion
Coppell, Texas
Report Date: April 25, 2000
Project No.: 0791-2208
DATE PERFORMED: April 19, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Sidewalk from A - (-) 3 x 1-5 to A-(-) 5 x 19 and Ramps
following location: at A-3, A-7 and A-18
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:
6:00 a.m.
9:00 a.m.
70
5- 5.5
5±1
Lattimore - Plant No. 3
80 - 85°F
3000/28
8
No
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
SMHtbg
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 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 25, 2000
PROJECT: Coppell High School, Stadium Expansion Project NO.: 0791-2208
Coppell, Texas
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 B/20, 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 127000 4490
CHC 754 28 04/24/00 129000 4560
CHC 755 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~] ~ E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mark Strittrnatter
FUGRO SOUTH INC.
SMH/rm
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 Elmore
JRJ Paving - Jeff Williford