SC-Cottonwood E9-LR 951003FUGRO- McCLELLAND (SOUTHWEST), INC. 6R0
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 620.7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: October 3, 1995
PROJECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
SAMPLE DATE: September 5, 1995
CONTRACTOR:
K A Sparks Contractors, Inc.
AGE
(days)
TICKET NO.:
311310
CONCRETE SUPPLIER:
Express Concrete
AMBIENT TEMP. ( °F):
95
PLANT /TRUCK:
4/565
CONCRETE TEMP. ( °F):
95
MIX ID NUMBER:
9339 -5
TIME BATCHED:
10:55 am
AIR ( %) (ASTM C -231)
5.0
TIME SAMPLED:
11:30 am
WATER ADDED (gal):
10
WEATHER CONDITION:
clear
SLUMP (inches) (AsTM c -143)
4 3/4"
LOCATION OF PLACEMENT:
Paving- Fire Lane, north northwest entrance, 5 feet south of
Minyard Drive and 10
feet east of west curb
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6 1 ' a 12 ", square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
CWS 165
7
09/12/95
83000
2936
3000/28 days
CWS 166
28
10/03/95
111000
3927
CWS 167
1 28
1 10/03/95
107000
1 3785
CWS 168
1 Hold
_
S ifications: Makin g& Curing: ASTM C -31 Tessiiig Methods: ASTM C -143. ASTM C -39
REMARKS:
Technician: Todd Neely FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: yl
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
GRO
FUGRO- 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 3, 1995
PROJECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
SAMPLE DATE: September 5, 1995
CONTRACTOR:
K A Sparks Contractors, Inc.
AGE
(days)
TICKET NO.:
311338
CONCRETE SUPPLIER:
Express Concrete
AMBIENT TEMP. ( °F):
97
PLANT /TRUCK:
4/525
CONCRETE TEMP. ( °F):
95
MIX ID NUMBER:
9339 -5
TIME BATCHED:
11:50 am
AIR ( %) (ASTM C -231)
5.0
TIME SAMPLED:
12:45 pm
WATER ADDED (gal):
10
WEATHER CONDITION:
clear
SLUMP (inches) (AsTM c -143)
5"
LOCATION OF PLACEMENT:
Paving: fire lane, 170
feet south of Minyard Drive and 80 feet east of west curb line
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 169
7
09/12/95
84000
2972
3000/28 days
CWS 170
28
10/03/95
112000
3962
CWS 171
28
1 10/03/95
1 109000
3856
CWS 172
Hold
S rim ions: Making & Curing: ASTM C -31 Teging Methods: AST %t C-143. ASTM C -39
REMARKS:
Technician: Todd Neely FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
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