SC-CFBISD Riverchase-LR000225FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane;
Ph (972) 484-8301;
COMPRESSIVE STRENGTH OF MORTAR CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Dallas, Texas 75229
Fax (972) 620-7328
Report Date: February 25, 2000
Project No.: 0791-2184
SAMPLE DATE: January 26, 2000
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Dal Mac
ASTM C-109
South side of main school building 3/4 of the way up
12:30 pm Time Sampled:
Type S
12:40 pm
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 223 7 02/02/00 4.0 6910 1730 1800/28
REC 224 7 02/02/00 4.0 7060 1770
REC 225 7 02/02/00 4.0 7290 1820
REC 226 28 02/23/00 4.0 12750 3190
REC 227 28 02/23/00 4.0 12500 3130
REC 228 28 02/23/00 4.0 12460 3120
Remarks: Ambient temperature 48°
Mortar temperature 61 °
William Granger
Technician
SMH/rm
Distribution:
DaI-Mac Construction - Jason Lil~ard
City of Coppell - Larry Davis ~
SHW Group - Joe Craddock
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Nate Payne
City of Coppell - Lee Stone
SHW Group - Terry Hoyle
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Carrollton-Farrners Branch lSD, c/o DaI-Mac Const. REPORT DATE: February 25, 2000
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: January 26, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
DaI-Mac
440318
48
68
11:40 a.m.
12:15 p.m.
Cloudy
CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 7 / 923
MIX ID NUMBER: 9351
AIR (%) (ASTM C-231): -
WATER ADDED (gal):
SLUMP (In.) (ASTM C-143): 4.5
Hand Pour - Sidewalk on southeast side of gym
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)
REC 255 7 02-02-00 83000 2940 3600/28 days
REC 256 28 02-23-00 131000 4630
REC 257 28 02-23-00 128000 4530
REC 258 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C.143, Typesof ~] [~] [~ r...~
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: William Granger
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:,,,-"--
DaI-Mac Construction - Jason Lillard
Dal-Uac Construction - Nate Pay_ne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell