SC-Coppell HS-LR000522FUGRO SOUTH, INC.
2880 virgo Lane; Oallas, 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, Stadium Expansion
Coppell, Texas
SAMPLE DATE:
Report Date: May 22, 2000
Project No.: 0791-2208
April 21, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASWa C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Coatez Group
7085976 CONCRETE SUPPLIER: Lattimore
84 PLANT/TRUCK: 7 / 947
77 MIX ID NUMBER: 42
1:49 AIR (%) (Aswa c.231): 4.5
2:30 WATER ADDED {gal): 15
Clear/Sunny SLUMP (in.) (ASTM C.143): 5.0
Grid Line 22-24 at Line "A"
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) (ps!) (psi)
CHC 972 7 4-28-00 56000 1980' 3000/28 days
CHC 973 28 5-19-00 93600 3310
CHC 974 28 5-19-00 95700 3390
CHC 975 Hold 5-19-00
Fracture n-.3Ge is (A) un;e~s' otherwise no~
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r-~ r--~ N
cudng: Methods: ASTM C-39 Fracture: AILN Y...3 Y_.I L..JB C D
REMARKS
Technician: Bryan Hersley
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
CLIENT:
PROJECT:
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 22, 2000
Coppell High School, Stadium Expansion Project NO.: 0791-2208
Coppetl, Texas
DATE PERFORMED: May 19, 2000
General Contractor: The Cortez Group
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results ! 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:
Beams for Stadium Stands - Beam Line 20 through 24
10:00 a.m.
1:00 p.m.
120
3.0 - 5-1/4
4.0
LMD
71 - 75°F
4000/28
18
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
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 22, 2000
PROJECT: Coppell HiGh School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 19, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 3103055
AMBIENT TEMP. (°F): -
CONCRETE TEMP. (°F) (ASTM C-1064): 85
TIME BATCHED: 8:11
TIME SAMPLED: 9:10
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3 / 762
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): -
WATER ADDED (gal): -
SLUMP (in.) (ASTM C-143): 5.5
Sidewalk - Sampled at: Vomitory at A-18
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 968 7 4-26-00 72000 2550 3000/28 .days
CHC 969 28 5-17-00 98600 3490
CHC 970 28 5-17-00 96400 3410
CHC 971 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~71 rl~ r--~ r-~
Curing: Methods: ASTM C-39 Fracture: ,AY....~ v~l vi L.J, B C D
REMARKS:
Technician: Mike Flute
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 EImore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: May 22, 2000
Project No.: 0791-2208
SAMPLE DATE: April 19, 2000
CONTRACTOR: Cortez GrouP
TICKET NO.: 3103033
AMBIENT TEMP. (°F): 76
CONCRETE TEMP. (°F) (ASTM C.t054): 82
TIME BATCHED: 5:38
TIME SAMPLED: 6:39
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-23t):
WATER ADDED (gal):
SLUMP (in.) (AS?M C.143)
Sidewalk, sampled at A - 9 X 1
Lattimore
3/1046
38
10
5
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 964 7 04/26/00 75000 2650 3000/28 days
CHC 965 28 05/17/00 94300 3340
CHC 966 28 05/17/00 92700 3280
CHC 967 Hold
Fracture' mode i's (A) unless otherwis~ noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof I~ FT'i ['-~ i-'I
Cudng: Methods: ASTM C-39 Fracture: AV~ V~I Vi I lB C D
REMARKS:
Technician: Mike Flute
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 I.a~; 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, Stadium Expansion
Coppell, Texas
Report Date: May 22, 2000
Project No.: 0791-2208
SAMPLE DATE: May 10, 2000
CONTRACTOR: Cortez
TICKET NO.: 7086739
AMBIENT TEMP. (°F): 70
CONCRETE TEMP. (°F) (ASTM C.1064): 83
TIME BATCHED: 12:02
TIME SAMPLED: 12:50
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1093
MIX ID NUMBER: 64
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-14~): 4 1/4
Stadium beam and columns, intermediate beam B-20-24, C-20-24
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 1032 3 05/13/00 70500 2490 4000~28 days
CHC 1033 5 05/15/00 81200 2870
CHC 1034 7 05/17~00 90300 3190
CHC 1035 28 06/07/00
CHC 1036 28 06/07/00
CHC 1037 Hold
Fractu~:e mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r~ m ~---~ [---~
Curing: Methods: ASTM C-39 Fracture: AVXJ I/_...~ VI I lB C D
REMARKS:
Technician:
SMH/rm
Distribution:
Thomas Cranford
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