SC-Coppell HS-LR000112FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texa_~ 7~__Pn
CLIENT:
PROJECT:
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
DATE PERFORMED:
Report Date: January 12, 2000
Project No.: 0791-2208
January7,2000
General Contractor: DaI-Mac
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:
Grade Beam - Multi-Purpose Building
12:30 p.m.
4:30 p.m.
150
5,0 - 5.5
5.0
Lattimore - Plant Nos. 7 & 3
71 - 74°F
3000/28
12
No
Greg Forsythe
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
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: January 12, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.'- 0791-2208
Coppell, Texas
SAMPLE DATE: January 4, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 3097206
AMBIENT TEMP. (°F): 53
CONCRETE TEMP. (°F) (AS?M C-1064): 66
TIME BATCHED: 2:35
TIME SAMPLED: 3:20
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/819
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASWa C-143): 5
Grade beam, Line 15 between A & 5 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 464 7 01/11/00 105000 3710 3000/28 days
CHC 465 28 02/01/00
CHC 466 28 02/01/00
CHC 467 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ [~]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Greg Forsythe
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