SC-Coppell HS-LR000706FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 virgo L~ne; D~llas, Tax~ 75229
Ph (972) 484-8301; Fax (972) 820-7328
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: July 6, 2000
Project No.: 0791-2208
DATE PERFORMED: June 29, 2000
General Contractor: Cortez Group
Method of Test:
Applicable ACl 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:
Paving - 300 feet from fire lane north, 50 feet east off
of west end of tennis court, 100 feet from southwest
comer of tennis court east
6:30 a.m.
10:30 a.m.
200
4.5 to 5.0
3±1
Lattimore - Plant No. 7
85 - 89°F
3000/28
8
No
Sammy Roberts
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
FUGRO SOUTH, INC.
2880 Vlrgo 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: July 6, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: June 28, 2000
CONTRACTOR:
TICKET NO.: 106792
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASTM C.1064): 89
TIME BATCHED: 11:47
TIME SAMPLED: 12:20
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
The Cortez Group
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3~966
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 5
WATER ADDED (gal): 0
SLUMP (in.) (ASWa C-143): 4
Furthest west parking lot, 60 feet north of fire lane, and 10 feet west
curb line
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 1286 7 07/05/00 70700 2500 3000/28 days
CHC 1287 28 07/26/00
CHC 1288 28 07/26100
CHC 1289 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ~"1 ['~ I""'l
Curing: Methods: ASTM C-39 Fracture: AI/XJ [/%J [/~ L_JB C D
REMARKS: Unit Weight: 144.1 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 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: July 6, 2ooo
Project No.: 0791-2208
SAMPLE DATE: June 28, 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
106749
88
91
7:08
8:30
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/966
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.5
WATER ADDED (gal): 15
SLUMP (in.) (AS?M C-143): 3
Furthest west parking lot, 200 feet north of fire lane leave out and curb
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1282 7 07/05/00 83600 2960 3000/28 days
CHC 1283 28 07/26/00
CHC 1284 28 07/26/00
CHC 1285 Hold
Fracture mode is (A) unless othenvise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ ~'-~
Cudng: 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; Dallas, Taxa~ 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 6, 2000
Project No.: 0791-2208
SAMPLE DATE: June 28, 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
106747 CONCRETE SUPPLIER: LMC
84 PLANT/TRUCK: 3/968
86 MIX ID NUMBER:
6:08 AIR (%) (ASTM C-231):
7:00 WATER ADDED (gal): 5
Warm SLUMP (in.) (ASTM C-t43): 4
Northwest comer of bleachers 2"d column grade beam, 3"~ grade beam
4m and 5~ grade beam
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1278 7 07/05/00 84400 2990 3000/28 days
CHC 1279 28 07/26/00
CHC 1280 28 07/26/00
CHC 1281 Hold
FraCtUre mode is (A) unless otherwise noted
Speci§cafions: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ ~
Curing: , Methods: ASTM C-39 Fracture: A B 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 EIm0re
JRJ Paving - Jeff Williford