SC-CFBISD Riverchase-LR 990921FUGRO SOUTH, INC.
288~ Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: September 21, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 10, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASWa C.10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Striland Construction
345555 CONCRETE SUPPLIER: Pioneer
79 PLANT/TRUCK: 27/653
90 MIX ID NUMBER: 9351
7:25 am AIR (%) (ASTM C-231):
8:30 am WATER ADDED (gal): 0
Clear SLUMP (in.) (AsWa c-143): 5
Building D, grade beams
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
I
Standard 6' x 12", 28.27 square inches .
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 17 7 09/17/99 97000 3430 3000/28 days
REC 18 28 10/08/99
REC 19 28 10108/99
REC 20 Hold
Fracture mode is (A) unless othen~ise noted
Specifications: Making & ASTM C-31 T"ting ASTM C-143, Typesof ~] [~ [~;1 r--~
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
William Granger
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF GROUT CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: September 21, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
SAMPLE DATE: August 23, 1999
DaI-Mac Construction / Berkel
ASTM C-109
Pile D111
11:15 am
Type 9000B
Time Sampled: 12:05 pm
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
REC 36 3 08/26/99 4.0 18190 4548 4000/28
REC 37 3 08/26/99 4.0 18125 4531
REC 38 7 08~30/99 4.0 21360 5340
REC 39 7 08/30/99 4.0 21450 5363
REC 40 28 09/20/99 4.0 28920 7230
REC 41 28 09/20/99 4.0 28740 7185
REC 42 Hold Hold 4.0
REC 43 Hold Hold 4.0
REC 44 Hold Hold 4.0
Remarks:
Mark Strittmatter
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By: ~--------{-----------'
DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis City of Coppell - Lee Stone
SHW Group - Joe Craddock SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell