SC-Cottonwood E9-LR 951025FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484.8301; Fax (214) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: October 25, 1995
PROJECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K A Sparks Contractors, Inc.
317169
CONCRETE SUPPLIER:
68
PLANT/TRUCK:
75
MIX ID NUMBER:
9:40 am
AIR ( %) (AsTM C -u
10:05 am
WATER ADDED (gal):
cloudy and cool
SLUMP (inches) (AsTm c - 143)
Paving: slab at northwest approach road to Minyard Street
Express Concrete
4/483
9339
REMARKS:
Technician: Neil Rana FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By: S� 7
SMH/rm
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
SHW Group - Joe Craddock
FUGRO- McCLELLAND (SOUTHWEST), INC. a m
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484.8301; Fax (214) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
Report Date: October 25, 1995
Project No.: 0751 -2055
CONTRACTOR:
K A Sparks Contractors, Inc.
TICKET NO.:
317215 CONCRETE SUPPLIER:
Express Concrete
AMBIENT TEMP. (°F):
68 PLANT/TRUCK:
4/483
CONCRETE TEMP. ( °F):
76 MIX D) NUMBER:
9339
TIME BATCHED:
10:47 am AIR ( %) (ASTM C -231)
TIME SAMPLED:
11:10 am WATER ADDED (gal):
5
WEATHER CONDITION:
cloudy and cool SLUMP (inches) (As m c -143)
5
LOCATION OF PLACEMENT:
Paving at northeast approach road to N inyard Street
TESTED
REMARKS:
Technician: Neil Rana FUGRO-McCLELLAND
S
Checked By: 1 �
SMH/rm
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
SHW Group - Joe Craddock
CONCRETE CYLINDER COMPRESSIVE STRENGTH
TESTS
Standard
ex 12 ^,28:27 square inches
CYLINDER
AGE
DATE
TOTAL LOAD
COMPRESSIVE
REQUIRED COMPRESSIVE
NUMBER
(days)
TESTED
(pounds)
STRENGTH
STRENGTH
(psi)
(psi)
CWS 237
7
10/03/95
97000
3422
3000/28 days
CWS 238
28
10/24/95
127000
4493
CWS 239
28
10/24/95
125000
4422
CWS 240
Hold
S watiotn:
Making & Curing:
ASTM C -31
Testing Methods: ASTM C -143, ASTM C -39
REMARKS:
Technician: Neil Rana FUGRO-McCLELLAND
S
Checked By: 1 �
SMH/rm
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
SHW Group - Joe Craddock