SC-Coppell HS-LR000419FUGRO SOUTH, INC.
2880 ~.~ Lane; G&;;~, 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: Apdl 19, 200o
PROJECT: Coppeli High School, Stadium Expansion Project No.: 0791-22o8
Coppell, Texas
SAMPLE DATE: April 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / The Cortez Group
7085511
65
63
12:56 pm
1:40 pm
Cloudy/windy
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-23t):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Columns, 2"d lift D/4
Lattimore
7/956
42
10
7.5O
CONCRETE CYLINDER COMPRESSIVE STRENGTH ~ESTS
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 898 7 04/17/00 93000 3290 4000/28 days
CHC 899 28 05/08/00
CHC 900 28 05/08/00
CHC 901 Hold Fracture mode is (A) un!e$~ otherwise n~ied
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:
Yancey Bivings
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 ~.~o Lane; Dallas, 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: Apdl 19, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.t0~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / The Cortez Group
7085518
68
71
2:37 pm
3:15 pm
Cloudy/windy
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Beam intermediate 2n~ lift 6+0
Lattimore
7/956
42
0
5.50
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 902 4 04/14/00 92000 3250 4000/28 days
CHC 903 7 04/17/00 96000 3400 ,,
CHC 904 28 05/08/00
CHC 905 28 05/08/00
CHC 906 Hold
CHC 907 Hold
Fracture moGe is (A) unless othenvise 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:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: ~- ~
OaI-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; Dall~, Texas 75229
Ph (972) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppetl lSD, c/o Dal - Mac Construction Co. Report Date: April 19, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppetl, Texas
SAMPLE DATE: April 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.10~4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / The Cortez Group
7085525
70
71
3:50 pm
4:55 pm
Cloudy/windy
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASl'M C-143):
Beam 2nd lift intermediate 6+19
Lattimore
7/761
42
0
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 908 4 04/14/00 91000 3220 /28 days
CHC 909 7 04/17/00 98000 3470
CHC 910 28 05/08/00
CHC 911 28 05108/00
CHC 912 Hold
CHC 913 Hold Fracture mode is (A) unless otherwise noted
Specifica,ons: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ m r~~
Cudng: Methods: ASTM C-39 Fracture: AY..51 Y..~l Y_.J I.-JB C D
REMARKS:
Tech n i cian:
SMH/rm
Distribution:
Yancey Bivings
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 Vipgo Lane; Dallas, Taxa~ 75229
Ph (972) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: Apdl 19, 2o0o
PROJECT: Coppell High School, Stadium Expansion Project No.: o791-22o8
Coppell, Texas
SAMPLE DATE: March 22, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASl'M C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7084759
76
68
2:31 pm
3:15 pm
Cloudy
CONCRETE SUPPLIER: Lattimore
PLANTFrRUCK: 7/1093
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 5 3/4
Stadium remodel and expansion columns on lines F/10, F/12, G/10
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 736 7 03/29/00 117000 4140 4000/28 days
CHC 737 28 04/19/00 143000 5060
CHC 738 28 04/19/00 141000 4990
CHC 739 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1 r-~ [-'-~ r---~
Curing: Methods: ASTM C-39 Fracture: AE.51 y._~ vi L_JB C D
REMARKS:
Technician: Dumitru Balas
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 o Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Vi~go Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: April 19, 2000
Project No.: 0791-2208
DATE PERFORMED: April 14, 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 Improvements - Pier Caps: C/23, C/24,
following location: D/23.5, D/24
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:
2:25 p.m.
2:42 p.m.
5.0
5.5 to 5.5
5.0
Lattimore - Plant No. 7
73.3oF
4000/28
4
No
Phillip L. Forrest
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 Wiiliford