SC-Coppell MSN-LR 970909FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: September 9, 1997
PROJECT: Coppell Elementary School #10, Coppell, Texas Project No.: 0771 -2089
SAMPLE DATE: August 27, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks / Cortez
448981 CONCRETE SUPPLIER: Pioneer
92 PLANTITRUCK: 74 -381
87 MIX ID NUMBER: 9337
12:45 p.m. AIR ( %) ( ASTM C -231) :
1:30 p.m. WATER ADDED (gal): 15
Clear SLUMP (in.) (ASTM C -143) : 41/2
Slab on grade, area C -2, 5 feet South, 5 feet West of Northeast
corner.
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CES 219
7
9/3/97
85000
3006
3000/28 days
CES 220
28
9/24/97
CES 221
28
9/24/97
CES 222
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, Types of
Curing: Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Scott Rogers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: _ f
SMH /hb
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc.
K A Sparks Contractors, Inc.
City of Coppell - Garreth Campbell
- E. J. Williams (2) SHW Group - Joe Craddock
- Jim Schooler SHW Group - Mike Elmore
�GRO
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date September 9, 1997
PROJECT Coppell Elementary School #10, Coppell, Texas Project No.: 0771 -2089
SAMPLE DATE: August 27, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks/ Cortez
448947
CONCRETE SUPPLIER:
Pioneer
80
PLANTITRUCK:
74 -567
84
MIX ID NUMBER:
9337
9:50 a.m.
AIR ( %) (ASTM C -231) :
LOAD
10:30 a.m.
WATER ADDED (gal):
0
Clear
SLUMP (in .) (ASTM C -143) :
5
Slab on grade,
area C -2, 25 feet west, 5 feet north of southeast corner
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CES 211
7
9 -3 -97
78000
2758
3000/28 days
CES 212
28
9 -24 -97
CES 213
28
9 -24 -97
CES 214
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C- 143, Types of
Z 0
Curing: Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Scott Rogers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore