SC-Cottonwood E9-LR 951011FUGRO-McCLELLAND (SOUTHWEST), INC. a
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 11, 1995
PROTECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
SAM PLE DATE: September 12, 1995
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( ° F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K A Sparks Contractors. Inc
313490
CONCRETE SUPPLIER:
Express
70
PLANT /TRUCK:
4/85
82
MIX ID NUMBER:
9339
7:21 am
AIR ( %) (ASTnI C -231)
3.5
8:00 am
WATER ADDED (gal):
5
partly cloudy
SLUMP (inches) (ASTNI C -143)
4"
North parking lot, 50 feet west of northeast corner, off of Minyard
CWS 187 1
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" c 12 ", 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
CWS 185
7
09/19/95
90000
3184
3000/28 days
CWS 186
28
10/10/95
113500
4015
CWS 187 1
28
10/10/95
115000
4068
CWS 188
Hold
S ifimlions: Making & Curing: ASTM C -31 Tessing Methods: ASTM C -143. ASTM C39
REMARKS:
Technician: David Peters FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked Bv:
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 620.7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: October 11, 1995
PROJECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
SAMPLE DATE: September 12, 1995
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ff):
CONCRETE TEMP. (
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K A Sparks Contractors, Inc
313557
CONCRETE SUPPLIER:
Express
78
PLANTITRUCK:
4/85
86
MIX ID NUMBER:
9339
8:53 am
AIR ( %) (ASTM C -231)
4.5
9:30 am
WATER ADDED (gal):
5
partly cloudy
SLUMP (inches) (ASTM C -143)
4"
North parking lot. 130 feet cast of northwest entry way, off of Minyard
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
CWS 189
7
09/19/95
103000
3644
3000/28 days
CWS 190
28
10/10/95
133000
4705
CWS 191
28
10/10/95
135000
4776
CWS 192
Hold
Specific ions: Making & Curing: ASTM C -31 Teuing Methods: ASTM C -143, ASTM C -39
REMARKS:
Technician: David Peters FUGRO McCLELLAND (SOUTHWEST), INC.
Checked Bv: S )�
SMH/rm
Distribution: Coppell ISD - Mickey Harper
City of Coppcll - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
SHW Group - Joe Craddock