SC-Coppell HS-LR000707FUGRO SOUTH, INC.
Ph (972) 484-8301; Fax (9/2) 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 7, 2000
Project No.: 0791-2208
SAMPLE DATE: June 29, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 077845.
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTM C-10S4): 88
TIME BATCHED: 8:41
TIME SAMPLED: 9:45
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 14/776
MIX ID NUMBER: 38
AIR (%) (ASWa C-231): 4.0
WATER ADDED (gal): 0
SLUMP (in.) (ASWa C-t43): 5
Parking lot, 175 feet offfire lane north, 50 feet off west curb line
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 aquare inchea
TOTAL COMPRESSIVE SPECiRED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idaya) TESTED (pounds) (psi) (psi)
CHC 1298 7 07/06/00 71400 2525 3000/28 days
CHC 1299 28 07/27/00
CHC 1300 28 07/27/00
CHC 1201 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r'r'] r~l i-'-i
Cudng: Me.ods: ASTM C-39 Fracture: AI/~J ~ [,/~ LJB c D
REMARKS: Unit Weight: 146 lbs/cu, ft.
Technician: Bob Shea
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, T~as 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 7, 2000
Project No.: 0791-2208
SAMPLE DATE: June 29, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 088941
AMBIENT TEMP. (°F): 85
CONCRETE TEMP. (°F) (ASWa C.10S4): 89
TIME BATCHED: 5:58
TIME SAMPLED: 6:45
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (AsWa c-231):
WATER ADDED (gal):
SLUMP (in.) (ASWa C-~43):
Lattimore
7/1040
38 W/R Air
10
3
Parking lot 17 feet south off center of ~2 light standard, 5 feet west off
curb
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 1290 7 07/06/00 102100 3610 3000/28 days
CHC 1291 28 07/27/00
CHC 1292 28 07/27/00
CHC 1293 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ I-r'l r-~ i-"1
curing: Methods: ASTM C-39 Fracture: AI/~ ~ [/~ L.jB 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 Etmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo lane; Dal~, Tex~ 75229
Ph (972) 484-6301; 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 7, 2000
Project No.: 0791-2208
SAMPLE DATE: June 29, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 0880954
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTM C-t064): 88
TIME BATCHED: 7:50
TIME SAMPLED: 8:30
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7~947
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-t43): 5
Parking lot 150 feet off of #3 light standard west side of tennis court, 5
ff. off of southwest corner leave out
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 1294 7 07/06~00 81300 2880 3000/28 days
CHC 1295 28 07/27/00
CHC 1296 28 07/27/00
CHC 1297 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: Unit Weight: 144.5 lbs/cu, ft.
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