SC-Coppell ABA-LR001010QRO
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD, c/o K A Sparks Report Date October 10, 2000
PROJECT Coppell ISD Administration Building, Coppell, Texas Project No .: 0700 -2189
SI PL .#'E: ....... ;�eWx .
CONTRACTOR:
K. A. Sparks / The Cortez Group
TICKET NO.:
3111818
CONCRETE SUPPLIER:
LMC
AMBIENT TEMP. ( °F):
89
PLANT/TRUCK:
3/1049
CONCRETE TEMP. ( °F) (ASTM c- 1094):
92
MIX ID NUMBER:
38
TIME BATCHED:
8:40 am
AIR ( %) (ASTM C-231):
STRENGTH
TIME SAMPLED:
9:55 am
WATER ADDED (gal):
5
WEATHER CONDITION:
Sunny
SLUMP (in .) (ASTM C -143) :
6
LOCATION OF PLACEMENT:
Slab for building addition southeast side, 10 feet north, 8 feet west
REMARKS:
Technician
Yancey Bivings
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
K A Sparks Contractors Inc. — Jim Schooler
City of Coppell — Larry Davis ✓�
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore
N OR M S , R C�MRIi�{E arT�#EGTH 1"ET
!i'F �
st qa+s tzt
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CAC 31
7
09/12/00
77000
2730
3000/28 days
CAC 32
28
10/03/00
108100
3820
CAC 33
28
10 103 /00
106000
3750
CAC 34
Hold
node is (A) unless otherwise noted
Specifications:
Ma
ASTM C-31
ASTM C
M
F To racture
®
Cu
o ASTM C-39
rer A
BE C
D
REMARKS:
Technician
Yancey Bivings
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
K A Sparks Contractors Inc. — Jim Schooler
City of Coppell — Larry Davis ✓�
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore