Vistas of C P2-LR 980318FUGRO SOUTH, INC.
i n
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: March 18,1998
PROJECT Vistas of Coppell, Phase 16 &2C Coppell, Texas Project No .: 0771 -2221
SAMPLE DATE: Ma 5, 1998
CONTRACTOR:
Glenn Thurman, Inc.
AGE
(days)
DATE
TESTED
TICKET NO.:
COMPRESSIVE
STRENGTH
(Psi)
CONCRETE SUPPLIER:
On Site
AMBIENT TEMP. (°F):
68
PLANT/TRUCK:
On Site /237
CONCRETE TEMP. ( °F):
72
MIX ID NUMBER:
04/02/98
TIME BATCHED:
1:37
AIR ( % ) (ASTM C -231)
5.5
TIME SAMPLED:
1:40
WATER ADDED (gal):
0
WEATHER CONDITION:
Sunny
SLUMP (inches) (ASTM C -143)
53/4
LOCATION OF PLACEMENT:
Pavement on grade, Alley
A, sampled at eyebrow of corner
Specifications: Making & ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39
Curing:
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 8" x '12", 28.27, square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(Psi)
REQUIRED COMPRESSIVE
STRENGTH
(Psi)
VCC 93
7
03/12/98
130000
4599
3000/28 days
VCC 94
28
04/02/98
VCC 95
28
04102/98
VCC 96
Hold
Specifications: Making & ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39
Curing:
REMARKS:
Technician: Mike Flute
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: s l �
SMH /rm
Distribution: Centex Homes - Robert Poole
Glenn Thurman Inc.
City of Coppell - Garreth Campbell
FUGRO SOUTH, INC.
r �
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: March 18 1998
PROJECT Vistas of Coppell, Phase 1B & 2C Coppell, Texas Project No .: 0771 -2221
SAMPLE DATE: March 3,1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Glenn Thurman, Inc.
On Site
On Site /60 C.Y.
5.5
0
53/4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard S" x 12" 28.27 square inches
CONCRETE SUPPLIER:
62
PLANT/TRUCK:
66
MIX ID NUMBER:
7:45
AIR ( % ) (ASTM C -231)
7:50
WATER ADDED (gal):
Overcast
SLUMP (inches) (ASTM c -143)
Rock Crest Court,
sampled at station 1 +00
On Site
On Site /60 C.Y.
5.5
0
53/4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard S" x 12" 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
VCC 89
7
03/12/98
125000
4422
3000/28 days
VCC 90
28
04/02/98
VCC 91
28
04/02/98
VCC 92
Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C -143, ASTM C -39
Curing:
REMARKS: Unit Weight: 134.8 Ibs /cu. ft.
Technician: Michael Flute
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Centex Homes - Robert Poole
Glenn Thurman Inc.
City of Coppell - Garreth Campbell
ORO
FUGRO- McCLELLAND (SOUTHWEST), INC. 3- 715-It/It"
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
GENERAL REPORT
CLIENT: Centex Homes
PROJECT: Vistas of Coppell, Phase 1B & 2C Coppell, Texas
REPORT DATE: March 18, 1998
PROJECT NO: 0771 -2221
DAILY ACTIVITY REPORT: March 4,''1998
Services Performed: Visual Inspection
Weather Conditions: Cloudy
Contractors on Site: Glenn Thurman Inc.
Remarks: On this date, a representative of Fugro - McClelland was present on the above mentioned project
to perform the following tests and observations as requested:
Approximately 450 cubic yards paving concrete placed by machine and hand. A total of 3 sets of 4 cylinders
casted. Locations are listed below.
• Alley A, station 1 +73 -3 +19, 4 +42 -7 +18
• Alley B, station 1 +45 -7 +00
• Alley D, station 1 +45 -475
• Alley C, station 3 +39 -5 +47
• Waterview - cul-de -sac
• Unit weight from 142 -147, slump range from 2.5" - 3 ", air content range from 5% - 6 %.
Ted Nicholas
Fugro - McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Saad M. Hineidi, P.E.
Vice President
SMH /mv
Distribution: Centex Homes - Robert Poole
Glenn Thurman Inc.
City of Coppell - Garreth Campbe4_ _,