SC-Coppell HS-LR 991018FUGRO SOUTH, INC.
2880 Virgo Lane: Dallas. Texas 75229
Ph (97'2)484-8301; Fax (972) 620-?328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell lSD, c. Jo Dal - Mac Construction Co. REPORT DATE: October 18, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: October 13, 1999
General Contractor: Dal Mac
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Slab - Lower Dining Area
following location:
Time placement began: 9:00 a.m.
Time placement ended: 2:00 p.m.
Total cubic yards placed: 163
Slump range (inches): 4.5 - 5.5
Slump required (inches): 5.0
Concrete supplier and plant: Lattimore - Plant No. 7
Concrete temperature range (°F): 80 - 86°F
Strength required (psi/days): 3000/28
Number of cylinders made: 12
Superplasticizer used: No
Greg Forsythe
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By: ~'~' "~'~"'"'~--
SMH/bg
Distribution: DaI-Mac Construction - Damon Norman
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
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: October 18, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: October 14, 1999
General Contractor: DaI-Mac
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Slab - Upper Dining Area
following location:
Time placement began: 9:00 a.m,
Time placement ended: 1:00 p.m.
Total cubic yards placed: 160
Slump range (inches): 4.0 - 5.5
Slump required (inches): 5.0
Concrete supplier and plant: Lattimore - Plant No. 3, 6 & 7
Concrete temperature range (°F): 79 - 85°F
Strength required (psi/days): 3000/28
Number of cylinders made: 12
Superplasticizer used: No
Greg Forsythe
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By: -'~ .- "~.~*-,,~
SMH/bg
Distribution: DaI-Mac Construction - Damon Norman
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 Vir9o 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: October 18, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO'. 0791-2208
SAMPLE DATE: October 8, 1999
CONTRACTOR: Dal Mac
TICKET NO.: 6108950 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 86 PLANT/TRUCK: 6~805
CONCRETE TEMP. (°F) (ASTM C.1064): 85 MIX ID NUMBER: 16
TIME BATCHED: 2:15 AIR (%) (ASTM C-231):
TIME SAMPLED: 3:10 WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: Grade beam, Area G, GK - G4
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 237 7 10/15/99 94000 3330 3000/28 days
CHC 238 28 11/05/99
CHC 239 28 11/05/99
CHC 240 Hold
Fracture mode is (A) unless othenvise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~ [~;1E]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Greg Forsythe FUGRO SOUTH INC.
Reviewed By: ~
SMH/rm
Distribution: DaI-Mac Construction- Damon Norman
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: October 18, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: October 8, 1999
CONTRACTOR:
TICKET NO.: 6108947 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 87 PLANT/TRUCK: 6/963
CONCRETE TEMP. (°F) (ASTM C-1064).' 85 MIX ID NUMBER: 16
TIME BATCHED: 12:53 AIR (%) (ASTM C-231):
TIME SAMPLED: 1:55 WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: Grade beam, Area G, Lines GM and G8
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 233 7 10/15/99 93000 3290 3000/28 days
CHC 234 28 11/05/99
CHC 235 28 11/05/99
CHC 236 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Types°f ~ [~] [~1 r-~
cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Greg Forsythe FUGRO SOUTH INC.
Reviewed By:
SMH/rm
Distribution: DaI-Mac Construction- Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHVV 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 Del- Mac Construction Co. REPORT DATE: October 18, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO'. 0791-2208
SAMPLE DATE: October8, 1999
CONTRACTOR: Del Mac
TICKET NO.: 6108941 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 86 PLANT/TRUCK: 6~804
CONCRETE TEMP. (°F) (ASTM C.t064): 85 MIX ID NUMBER: 16
TIME BATCHED: 12:07 AIR (%) (AS?M C-231):
TIME SAMPLED: 12:50 WATER ADDED (gal):
WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C.143): 5
LOCATION OF PLACEMENT: Grade beam, Area G, Lines SC and G3
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 229 7 10/15/99 90000 3180 3000/28 days
CHC 230 28 11/05/99
CHC 231 28 11/05/99
CHC 232 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ~ ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Greg Forsythe FUGRO SOUTH INC.
Reviewed By:
SMH/rm
Distribution: Del-Mac Construction- Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford