SC-Coppell HS-LR000524FUGRO SOUTH, INC.
2880 Vlrgo 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 24, 2000
Project No.: 0791-2208
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.: 3104515
AMBIENT TEMP. (°F): 73
CONCRETE TEMP. (°F) (ASTM C.10S4): 71
TIME BATCHED: 7:41 am
TIME S.~,MPLEDi 8:20 am
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT: Paving:
The Cortez Group
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 3/746
MIX ID NUMBER: 38
AIR (%) (ASTM C-23'I):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 7.50
Parking lot. station 399
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~/s) TESTED (pounds) (psi) (psi)
CHC 1098 7 05/22/00 81000 2870 3000/28 days
CHC 1099 28 06/12/00
CHC 1100 28 06/12/00
CHC 1101 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: Yancey Bivings
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
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 24, 2000
Project No.: 0791-2208
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
3104502
61
73
6:31 am
7:00 am
Sunny
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 3/821
MIX ID NUMBER: 38
AIR (%) (ASTM Co231): 5.1
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5.50
Paving: Parking lot, station 409
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6"x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~) TESTED (pounds) (psi) (psi)
CHC 1094 7 05/22/00 78200 2770 3000/28 days
CHC 1095 28 06/12/00
CHC 1096 28 06/12/00
CHC 1097 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ p~] 0~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 142.4 lbs/cu, f.
Technician: Yancey Bivings
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ,~
Dal-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.
CLIENT:
PROJECT:
2880 Vlrgo 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 24, 2000
Project No.: 0791-2208
DATE PERFORMED: May 23, 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 Paving - Parking Lot, north side lot
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:
6:30 a.m.
11:40 a.m.
380
3.5 to 5.5
5.0
LMC - Plant.No. 7
80 - 82°F
3000/28
20
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 Elmore
JRJ Paving - Jeff Williford