SC-Coppell HS-LR000510FUGRO SOUTH, INC.
2680 Virgo Lane; Dallas, Texa~ 75229
CLIENT:
PROJECT:
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Del - Mac Construction Co. Report Date: May 10, 2000
Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
DATE PERFORMED: May 4, 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 mede:
Superplesticizer used:
Beam Walls (top wall) - Line D-1 and retaining wall,
Line F between Line 20 and Line 24
12:00 p.m.
4:00 p.m.
40
4.0 - 4.5
5+1
Lattimore - Plant No. 2
80 - 85°F
40O0/28
4
No
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
SMl-I/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 Virgo Lane; I~a~-'-~, T'~-
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 10, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 26, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7086247
89
93
3:20
4:15
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1039
MIX ID NUMBER: 42
AIR (%) (AS?¥ C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Raker Beams, Sampled @ D-4.5
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER ldays) TESTED (pounds) (psi) (psi)
CHC 992 6 05/02/00 90000 3180 4000/28 days
CHC 993 7 05/03/00 95000 3360
CHC 994 14 05/10/00 112300 3970 .,
CHC 995 28 05/24/00
CHC 996 28 05/24/00
CHC 997 Hold Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~X~ [/~] ~u
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Mike Flute
FUGRO SOUTH INC.
Reviewed By: -~'~.~
DaI-Mac Construction - Damon Norman
City of Coppetl - 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 VE~o Lane; DM!as, T~xa~ 759~9
Ph (972) 484-8301; F~x (972) 820-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio Dal - Mac Construction Co. Report Date: May 10, 2000
PROJECT: Coppell HiGh School, Stadium Expansion Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 26, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7086235
89
91
1:24
2:35
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (AS?I~ C.143):
Raker Beams, Sampled @ C-3
Lattimore
7/947
42
15
4.50
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 986 6 05/02/00 85000 3010 4000/28 days
CHC 987 7 05t03100 91000 3220
CHC 988 14 05/10/00 104100 3680
CHC 989 28 05/24/00
CHC 990 28 05t24/00
CHC 991 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ 0 [-']
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Mike Flute
FUGRO SOUTH INC.
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: May 10, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 26, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086229
AMBIENT TEMP. (°F): 88
CONCRETE TEMP. (°F) (ASTM C-'1064): 90
TIME BATCHED: 12:45
TIME SAMPLED: 1:20
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Raker Beams, Sampled @ B-1
Lattimore
7~976
42
10
4 3/4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
' TOTAL COMPRESSIVE SPECIFIED CO~iP~ESSlVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 980 6 05/02/00 97000 3430 4000128 days
CHC 981 7 05/03/00 100000 3540
CHC 982 14 05/10/00 118200 4180
CHC 983 28 05/24/00
CHC 984 28 05/24/00
CHC 985 Hold Fracture mode is (A) unless o~ie~vise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ [~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Mike Flute
FUGRO SOUTH INC.
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.
CLIENT:
PROJECT:
2880 VIrgo Lane; Dallas, Taxa~ 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: May 10, 2000
Project No.: 0791-2208
DATE PERFORMED: May 8, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Stadium Raker Beams at Gdd Lines 8, 11, 14, 17, 19
following location: and 21 from Line "A" to Line "D"
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:
10:00 a.m.
2:30 p.m.
150
4.5 to 5-3/4
5±1
Lattimore - Plant No. 7
85 - 90°F
4000/28
18
No
Mike Flute
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 Will/ford