SC-Coppell HS-LR000710FUGRO SOUTH, INC.
2680 ~ Lane; Dalla, 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: July 10, 2000
Project No.: 0791-2208
SAMPLE DATE: June 29, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 1060933
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTM C.1064): 90
TIME BATCHED: 10:20
TIME SAMPLED: 11:30
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/964
MIX ID NUMBER: 38
AIR (%) (ASWa C-231): 4.2
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C.~43): 4.5
Parking lot, 25 feet off fire lane north, 75 feet off curb line west
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}ts), TESTED (pounds) (psi) (psi)
CHC 1302 7 07/06/00 78700 2780 ,3000/28 days
CHC 1303 28 07/27/00
CHC 1304 28 07/27/00
CHC 1305 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 T.lJng ASTM 0-143, Typesof r~ [T~ r-~ r--
cudng: Methods: ASTM C-39 Fracture: AV%I [/XJ [/I L..JB C D
REMARKS:
Technician: Sammy Roberts
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, Texa~ 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: July 10, 2000
Project No.: 0791-2208
SAMPLE DATE: June 30, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.t0S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
0890066
85
86
6:22
6:48
Very cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 07/959
MIX ID NUMBER: 38
AIR (%) (AS?M C-231): 4.2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5
Parking lot, 250 feet north of west side of tennis court, 5 feet off 4"'
light pole standard west
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (day~) TESTED (pounds) (psi) (psi)
CHC 1306 7 07/07~00 67300 2380 3000/28 days
CHC 1307 28 07/28/00
CHC 1308 28 07/28/00
CHC 1309 Hold
Fracture mode is (A) unless otherwise noted
Speciflcati°ns: Making & ASTM C'31T"ting ASTM 0-143, Typesof ~] [~ [~ r-
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 145 lbs/cu, ft.
Technician: Sammy Roberts
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
J RJ Paving - Jeff Williford
FUGRO SOUTH, INC.
Ph (972) 484-8301: Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppeli High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: Juty 10, 2000
Project No.: 0791-2208
SAMPLE DATE: June 30, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
0890078
87
89
7:49
8:45
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1093
MIX ID NUMBER: 38
AIR (%) (ASTI* C-231): 4
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4.5
Parking lot, 50 feet off tennis court curb, 50 feet offfire lane, 10 feet
southwest of light standard
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x t2", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (daya) TESTED (pounds) (pal) (ps1)
CHC 1310 7 07/07/00 69700 2470 3000/28 days
CHC 1311 28 07~28~00
CHC 1312 28 07/28/00
CHC 1313 Hold
Fracture mode is (A) unless otherwise noted
Speciflcatt°ns: Making & ASTM C-31 T"ting ASTM 0-143, Typesof [~ [~ [~ r--]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 148 lbs/cu, f.
Technician: Sammy Roberts
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; Oalla$, Texas 75229
Ph (972)454-8301; Fax (972)620.7328
CLIENT:
PROJECT:
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal- Mac Construction Co. Report Date: July 10, 2000
Coppeil High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
DATE PERFORMED: July 5, 2000
General Contractor: Cortez Group
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Tennis Court paving
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 (OF):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
5:30 a.m.
4.0
5.0
Lattimore - Plant Nos. 3-7
85 - 89°F
3000/28
12
No
Bob Shea
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