Vistas of C P3-LR 990409FUGRO SOUTH, INC.
ORO
2880 Virgo Lane; Dallas, Texas 75229
Ph(972)484 -8301; Fax(972)620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: April 9, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: April 1, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contractors, Inc.
14091638
CONCRETE SUPPLIER:
Lattimore
68
PLANT/TRUCK:
14/622
65
MIX ID NUMBER:
438
2:24
AIR ( %) (ASTM C -231) :
4.1
3:30
WATER ADDED (gal):
0
Cloudy
SLUMP (in.) (ASTM C -143) :
3
Pavement on Lyndsie Drive at station 6 +75
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 127, 28127 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL
LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
VOC 41
7
04/08/99
112000
3960
3000/28 days
VOC 42
28
04/29/99
VOC 43
28
04/29/99
VOC 44
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143, Types of
Methods: ASTM C -39 Fracture: A® B® C Z D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By:
SMH /rm
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis '
FUGRO SOUTH, INC. a
2880 Virgo Lane: Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: April 9, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project NO.: 0781 -2276
SAMPLE DATE: April 1, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contractors, Inc.
7068334
CONCRETE SUPPLIER:
Lattimore
70
PLANT/TRUCK:
7/785
69
MIX ID NUMBER:
438
12:01
AIR (%) (ASTM C -231) :
4.5
12:37
WATER ADDED (gal):
10
Cloudy
SLUMP (in.) (ASTM C -143) :
4.50
Pavement on
Lyndsie Drive
VOC 37
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard V x 112" 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
VOC 37
7
04/08/99
114000
4030
3000/28 days
VOC 38
28
04/29/99
VOC 39
28
04/29/99
VOC 40
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 U B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By:
SMH /m1
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
FUGRO SOUTH, INC.
am
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes
PROJECT: Vistas of Coppell 3, Coppell, Texas
Report Date: April 9, 1999
Project No.: 0781 -2276
SAMPLE DATE: April 1, 1999"
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (AsTM C- 1o64):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contractors, Inc.
7068298
CONCRETE SUPPLIER:
Lattimore
64
PLANT/TRUCK:
7/959
66
MIX ID NUMBER:
438
8:01
AIR ( %) (ASTM C -231) :
4.2
8:45
WATER ADDED (gal):
10
Cloudy
SLUMP (in.) (ASTM c -143) :
3
Pavement on
Lyndsie Drive at station 13 +50
VOC 33
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)
VOC 33
7
04/08/99
117000
4140
3000/28 days
VOC 34
28
04/29/99
VOC 35
28
04/29/99
VOC 36
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
z
Curing:
Methods: ASTM C -39
Fracture: A n B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By:
SMH /rrn
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
FUGRO SOUTH, INC. Goo
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: April 9, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DINE: March 31, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (AsTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contractors
6094111
CONCRETE SUPPLIER:
Lattimore
60
PLANTITRUCK:
6/617
65
MIX ID NUMBER:
438
11:56
AIR ( %.) (ASTM C -231) :
4.2
1:00
WATER ADDED (gal):
20
Cloudy
SLUMP (in.) (ASTM C-143):
3
Pavement on alley
between Park Highland Drive and Springhill Drive,
station 5 +40
7
04/07/99
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6 "`x 1r, 28.27 square: inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
VOC 29
7
04/07/99
125000
4420
3000/28 days
VOC 30
28
04/28/99
VOC 31
28
04/28/99
VOC 32
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
[L
Curing:
Methods: ASTM C -39
Fracture: A® BE C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By: _
SMH /rrn
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
FUGRO SOUTH, INC. ORO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: April 9, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: March 31, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM c- 1o64):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contractors
6094080
CONCRETE SUPPLIER:
Lattimore
58
PLANTI TRUCK:
6/963
65
MIX ID NUMBER:
438
8:33
AIR ( %) (ASTM C -231) :
4.1
9:30
WATER ADDED (gal):
0
Cloudy
SLUMP (in.) (ASTM C -143) :
3
Pavement on
Park Highland Drive, station 5 +00
VOC 25
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6 " "x 12 11 , 28.27 square inches:
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
VOC 25
7
04/07/99
138000
4880
3000/28 days
VOC 26
28
04/28/99
VOC 27
28
04/28/99
VOC 28
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
z
Curing:
Methods: ASTM C -39
Fracture: A U B® C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By:
SMH /m1
Distribution: Centex Homes - Robert Poole
City of Coppell - Lary Davis
emu
FUGRO SOUTH, INC.
2880 Virgo Lane: Dallas, Texas 75229
Ph(972)484 -8301: Fax(972)620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: April 9, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: March 31, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM c4064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contractors, Inc.
6094063
CONCRETE SUPPLIER:
54
PLANTITRUCK:
60
MIX ID NUMBER:
6:41
AIR ( %) (ASTM C -231) :
7:30
WATER ADDED (gal):
Cloudy
SLUMP (in.) (ASTM C -143) :
Pavement on
Park Highland Drive, station 6 +71.70
Lattimore Materials
6/808
438
4
0
31/4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6 " °x 12 ", 26.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
VOC 21
7
04/07199
124000
4390
3000/28 days
VOC 22
28
04/28/99
VOC 23
28
04/28/99
VOC 24
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Curing:
I Methods: ASTM C -39
Fracture: A n B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By:
SMH /m1
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis