Vistas of C P3-LR 990414FUGRO SOUTH, INC.
r �
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 14, 1999
PROJECT Vistas of Coppell 3, Coppell, Texas Project NO.: 0781 -2276
I SAMPLE DATE: April 6, 1999 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contracting Company
7068657
CONCRETE SUPPLIER:
Lattimore Materials
82
PLANT/TRUCK:
7/956
75
MIX ID NUMBER:
42
4:12
AIR ( %) (ASTM C -231) :
4.2
5:11
WATER ADDED (gal):
10
Sunny
SLUMP (in.) (ASTM C443):
4
Pavement on
Park Highlands Court, 25 feet west of east curb and 10
feet south of north curb
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6 "'x 12"', 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
VOC 57
7
04/13/99
118000
4170
3600/28 days
VOC 58
28
05/04/99
VOC 59
28
05/04/99
VOC 60
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C-31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Types of
Fracture: A® B C O
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By: 2
SMH /rm
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis i
FUGRO SOUTH, INC.
1680
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 14, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: April 6, 1999 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contracting Company
7068639
CONCRETE SUPPLIER:
Lattimore
84
PLANT/TRUCK:
71786
75
MIX ID NUMBER:
42
2:46
AIR (%) (ASTM C -231) :
4.8
3:43
WATER ADDED (gal):
0
Sunny /clear
SLUMP (in.) (ASTM C -143) :
3
Pavement of alley between Springhill Drive and Natches Trace
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 1'2 "; 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL
LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
VOC 53
7
04/13/99
107000
3780
3600/28 days
VOC 54
28
05/04/99
VOC 55
28
05/04/99
VOC 56
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® CO D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By: —
SMH /rm
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
TR URO
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 14, 1999
PROJECT Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: April 6, 1699
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contracting Company
7068600
CONCRETE SUPPLIER:
Lattimore
76
PLANT/TRUCK:
7/802
68
MIX ID NUMBER:
438
10:40
AIR ( %) (AsTM C -231) :
4.3
11:10
WATER ADDED (gal):
20
Sunny /clear
SLUMP (in.) (AsTM c -143) :
4
Pavement on Springhill
Drive at station 4 +89-
VOC 49
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 49
7
04/13/99
113000
4000
3000/28 days
VOC 50
28
05/04/99
VOC 51
28
05/04/99
VOC 52
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® BE C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed B �
SMH /rrn
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis