Vistas of C P2-LR 980404FUGRO 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 4, 1998
PROJECT: Vistas of Coppell, Phase 1B &2C Coppell, Texas Project No.: 0771 -2221
SAMPLE DATE: March 4, 1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Glenn Thurman, Inc.
CONCRETE SUPPLIER: On Site
60 PLANTITRUCK:
61 MIX ID NUMBER:
10:00 am AIR ( %) ( ASTM C -231) 6
10:15 am WATER ADDED (gal):
Cloudy, windy SLUMP (inches) (ASTM c -143) 2.5
Paving - machine: Alley B, station 5 +50
CONCRETE CYLINDER' COMPRESSIVE'STRENGTH TESTS
Standard 6" x 12" 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
VCC 81
7
3/11/98
93000
3290
3600/28 days
VCC 82
28
4/1/98
127000
4493
VCC 83
28
4/1/98
130000
4599
VCC 84
Hold
Specifications: Making & ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39
Curing:
REMARKS: Unit weight 142 lbs. /cu. ft.
Technician: William Freeze
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: - --
SMH /rm
Distribution: Centex Homes - Robert Poole
Glenn Thurman
City of Coppell - Garreth Campbell
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 4, 1998
PROJECT: Vistas of Coppell, Phase 1B &2C Coppell, Texas Project No.: 0771 -2221
SAMPLE MATE: March 4, 1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Glenn Thurman, Inc.
CONCRETE SUPPLIER: On Site
58 PLANT/TRUCK:
61 MIX ID NUMBER:
7:40 am AIR ( %) ( ASTM C -231) 5
8:00 am WATER ADDED (gal):
cloudy, windy SLUMP (inches) (ASTM C -143) 2.5
Paving - machine: Alley A, station 2 +00
CONCRETE' CYLINDER! COMPRESSIVE.STRENGTH TESTS
Standard V x '12 ",;28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(Psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
VCC 77
7
3/11/98
90000
3184
3600/28 days
VCC 78
28
4/11/98
133000
4705
VCC 79
28
4/11/98
135000
4776
VCC 80
Hold
Specifications: Making & ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39
Curing:
REMARKS: Unit weight 145 lbs. /cu. ft
Technician: William Freeze
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Centex Homes - Robert Poole
Glenn Thurman
City of Coppell - Garreth Campbell
FUGRO SOUTH, INC.
��aRO
i
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 4, 1998
PROJECT Vistas of Coppell, Phase 1B &2C Coppell, Texas Project No .: 0771 -2221
SAMPLE DATE: March 4, 1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Glenn Thurman, Inc.
66
64
1:30 pm
2:00 pm
cloudy, windy
Paving, hand paved
CONCRETE SUPPLIER: On Site
PLANT/TRUCK:
MIX ID NUMBER:
AIR ( %) (ASTM C -231) 5
WATER ADDED (gal):
SLUMP (inches) (ASTM c -143) 3
Waterview Ct., Station 1 +00, center of cul -de -sac
CONCRETE CYLINDER'' COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
VCC 85
7
3/11/98
118000
4175
3600/28 days
VCC 86
28
4/1/98
153000
5413
VCC 87
28
4/1/98
156000
5519
VCC 88
Hold
Specifications: Making & ASTM C -31 Testing Methods: ASTM C -143, ASTM C-39
Curing:
REMARKS: Unit weight 147 lbs. /cu. ft.
Technician: William Freeze
Checked By: �f = _
SMH /rm
Distribution: Centex Homes - Robert Poole
Glenn Thurman
City of Coppell - Garreth Campbell