SC-Coppell MSW-LR020823FUGRO SOUTH, INC.
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2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH
CLIENT: Coppell ISD, c/o K A Sparks
PROJECT: <Coppell Middle School West, Coppell,
F CONCRETE REPORT
Report Date: August 23, 2002
Project No.: 0701 -2192
I SAMPLE DATE: July 24, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CMS West
54712
CONCRETE SUPPLIER:
Hanson
83
PLANTITRUCK:
29/02
92
MIX ID NUMBER:
9351
7:45 a.m.
AIR ( %) (ASTM C -231) :
5.5
8:15 a.m.
WATER ADDED (gal):
10
sunny/ clear
SLUMP (in.) (ASTM C -143) :
43/4
Paving Wrangler Circle 375 feet north of Wrangler
Road
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMS 229
7
7 -31
86050
3040
3000 /28 days
CMS 230
28
8 -21
109180
3860
CMS 231
28
8 -21
104830
3710
CMS 232
Hold
Fracture mode is (A) unless otherwise noted
pecifications:
I
Making & ASTM C -31
Testing ASTM C -143,
Types of
N Z
Curing:
Methods: ASTM C -39
Fracture: A® 13 C D I
REMARKS: Unit weight: 143.92 Ibs/ cu.ft
Technician: Thomas Lampitt
FUGRO SOUTH INC.
rii �1J 1
SMH/ nl /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbe�
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
:1
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax(972)620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD, c/o K A Sparks Report Date: August 23, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701 -2192
SAMPLE DATE: July 24, 2002 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CMS West
54708
CONCRETE SUPPLIER:
Hanson
79
PLANT/TRUCK:
29/1089
88
MIX ID NUMBER:
9351
7:38 a.m.
AIR ( %) (ASTM C -231) :
5.2
7:52 a.m.
WATER ADDED (gal):
30
sunny/ clear
SLUMP (in.) (ASTM c -143) :
6 1/2
paving Wrangler Circle 250 feet
(psi)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMS 225
7
7 -31
70920
2510
3000 /28 days
CMS 226
28
8 -21
101870
3600
CMS 227
28
8 -21
99750
3530
CMS 228
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 g C Z .0
REMARKS:
Technician: Thomas Lampitt
FUGRO SOUTH INC.
Revie ed By:
SMH/ nl /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
6R0
G�
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD, c/o K A Sparks Report Date: August 23, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701 -2192
SAMPLE DATE: July 24, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CMS West
54695
CONCRETE SUPPLIER:
Hanson
81
PLANT/TRUCK:
29/103
91
MIX ID NUMBER:
9351
4:15 a.m.
AIR ( % ) (ASTM C -231) :
5.2
4:30 a.m.
WATER ADDED (gal):
15 gallons
clear & humid
SLUMP (in.) (ASTM C-143):
51/4
Paving Wrangler Circle at 100 feet north of Wrangler Road at 25 feet
west of sidewalk.
CMS 221
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMS 221
7
7 -31
82230
2910
3000 /28 days
CMS 222
28
8 -21
103390
3660
CMS 223
28
8 -21
103440
3660
CMS 224
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
0 Z
Curing:
Methods: ASTM C -39
Fracture: A® g C D
REMARKS:
Technician: Thomas Lampitt
FUGRO SOUTH INC.
Review d By:
SMH/ nl /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl