SC-Cottonwood E9-LR 951027FUGRO- McCLELLAND (SOUTHWEST), INC. i
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484 -8301; Fax (214) 820 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: CoppellISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
Report Date: October 27, 1995
Project No.: 0751 -2055
CONTRACTOR
K A Sparks Contractors, Inc.
TICKET NO.:
176993
CONCRETE SUPPLIER:
Express Concrete
AMBIENT TEMP. ( °F):
67
PLANT/TRUCK:
4/562
CONCRETE TEMP. ( °F):
70
MIX ED NUMBER:
9339
TIME BATCHED:
6:50 am
AIR ( %) (AsTM c -231)
COMPRESSIVE
TIME SAMPLED:
7:50 am
WATER ADDED (gal):
5
WEATHER CONDITION:
cloudy
SLUMP (inches) (AsTm c -tai)
5
LOCATION OF PLACEMENT:
Kitchen driveway paving
(psi)
['I-* i f \:VIyi
Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: s.
SNIH/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 CY'LENDER COMPRESSTUE STRENGTH TESTS
Standard
6" z I2 ^,28.27
square. inches
CYLINDER
AGE
DATE
TOTAL LOAD
COMPRESSIVE
REQUIRED COMPRESSIVE
NUMBER
( days)
TESTED
(pounds)
STRENGTH
STRENGTH
(psi)
(psi)
CWS 265
7
10/05/95
79000
2794
3000 /28 days
CWS 266
28
10/26/95
107000
3785
CWS 267
28
10/26/95
105000
3715
CWS 268
Hold
S
Making & Cum g:
ASTM C -31 Testing Methods:
ASTM C -143, ASTM C-39
['I-* i f \:VIyi
Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: s.
SNIH/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) 484 -8301; Fax (214) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
Report Date: October 27, 1995
Project No.: 0751 -2055
CONTRACTOR
K A Sparks Contractors, Inc.
CYLINDER COMPRESSIVE STRENGTH
TICKET NO.:
177011 CONCRETE SUPPLIER:
Express Concrete
AMBIENT TEMP. ( °F):
76 PLANT/TRUCK-
4/94
CONCRETE TEMP. (°F):
79 MIX ED NUMBER:
9339
TIME BATCHED:
9:30 am AIR ( %) (As m c -23r)
CYLINDER
TIME SAMPLED:
10:00 am WATER ADDED (gal):
5
WEATHER CONDITION:
cloudy SLUMP (inches) (As m C -t43)
5
LOCATION OF PLACEMENT:
Paving: slab at 400 feet north of kitchen driveway
(pounds)
REMARKS:
Technician: Neil Rana FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By: V\ a
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 6" z 12" , 28.27 square inches
CYLINDER
AGE
DATE
TOTAL LOAD
COMPRESSIVE
REQUIRED COMPRESSIVE
NUMBER
(days)
TESTED
(pounds)
STRENGTH
STRENGTH
(psi)
(psi)
CWS 273
7
10/05/95
80000
2830
3000/28 days
CWS 274
28
10/26/95
112000
3962
CWS 275
28 1
10/26/95
1 110000
3892
CWS 276
Hold
3 ' catiora:
Making & Curing:
ASTM C -31
Testing Methods:
ASTM C -143, ASTM C -39
REMARKS:
Technician: Neil Rana FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By: V\ a
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) 484 -8301; Fax (214) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
Report Date: October 27, 1995
Project No.: 0751 -2055
CONTRACTOR: K
K A Sparks Contractors, Inc.
TICKET NO.: 1
177002 CONCRETE SUPPLIER: E
Express Concrete
AMBIENT TEMP. ( °F): 7
70 PLANT/TRUCK: 4
4/525
CONCRETE TEMP. (OF): 7
72 MIX ED NUMBER 9
9339
TIME BATCHED: 8
8:15 am AIR ( %) (Asrm c -23i)
TIME SAMPLED: 8
8:40 am WATER ADDED (gal):
WEATHER CONDITION: c
cloudy SLUMP (inches) (AsTm c -143) 5
5
LOCATION OF PLACEMENT: P
Paving: 200 feet north of kitchen driveway
COMPRESSNE. STRENGTH TESTS"
Uilmdard 6" x 12 ^, 28.27 square incites
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
CWS 269 7 10/05/95 92000 3254 3000/28 da s
CWS 270 28 10/26/95 115000 4068
CWS 271 28 10/26/95 113000 3998
CWS 272 Hold
specifications: Makine & Curinc ASTM C -31 Teding Methods: ASTM C-143, ASTM C-39
REMARKS:
Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH1so
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
REMARKS:
Technician: Neil Rana FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH1so
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