Vistas of C P1-LR 970716n
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes REPORT DATE: July 16,1997
PROJECT: Vistas of Coppell, Phase 1A & 213, Coppell, Texas PROJECT NO.: 0771 -2024
DATE PERFORMED: July 1,`1997
MOISTUREIDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Light brown sandy clay with gravel (lime treated) 110.0 16.5
2 Brown sandy clay (lime treated) 96.9 25.0
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
199
1
Hike and Bike trail,
station 3 +50, final
106.8
18.4
97.0
200
1
Hike and Bike trail,
station 8 +00, final
106.4
18.0
96.7
201
2
Hike and Bike trail,
station 13 +20, final
93.0
28.8
95.9
202
1
Hike and Bike trail,
station 18 +10, final
106.0
19.0
96.3
203
2
Hike and Bike trail,
station 22 +75, final
93.7
27.7
96.6
204
1
Hike and Bike trail,
station 28 +05, final
107.5
16.9
97.7
205
1
Hike and Bike trail,
station 32 +45, final
106.5
17.6
96.8
206
2
Hike and Bike trail,
station 36 +50, final
95.7
25.7
98.7
Remarks: All densities meet project specifications unless otherwise noted.
David Peters
Fugro - McClelland Technician FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: -- --
SMH /mv
Distribution: Centex Homes - Derek Earle
City of Coppell - Garreth Campbell
Glenn Thurman Inc.
FUGRO- McCLELLAND (SOUTHWEST), INC.
0
of
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: July 16, 1997
PROJECT: Vistas of Coppell, Phase 1A & 28, Coppell, Texas Project No.: 0771 -2024
SAMPLE DATE: June 16, 1997
CONTRACTOR:
Glenn Thurman, Inc.
AGE
(days)
DATE
TESTED
TICKET NO.:
N/A
CONCRETE SUPPLIER:
Glenn Thurman
AMBIENT TEMP. (°F):
78
PLANT /TRUCK:
On Site
CONCRETE TEMP. (°F):
83
MIX ID NUMBER:
NIA
TIME BATCHED:
8:20 am
AIR ( %) (ASTM C -231)
5.0
TIME SAMPLED:
8:30 am
WATER ADDED (gal):
N/A
WEATHER CONDITION:
Cloudy
SLUMP (inches) (ASTM c -143)
3.0
LOCATION OF PLACEMENT:
Paving: Cresthaven Road, station 5 +00
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)
VOC 4
7
06/23/97
105000
3714
3000/28 days
VOC 5
28
07/14/97
121500
4298
VOC 6
28
07/14/97
122750
4342
VOC 7
Hold
Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39
REMARKS: Unit Weight: 145.6 lbs. /cu. ft.
Technician: Neil Rana
S M H /rm
Distribution: Centex Homes - Derek Earle
Glenn Thurman, Inc.
City of Coppell - Garreth Campbell
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dailas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: July 16, 1997
PROJECT: Vistas of Coppell, Phase 1A & 2B, Coppell, Texas Project No.: 0771 -2024
SAMPLE DATE: June 16, 1997
CONTRACTOR:
Glenn Thurman, Inc.
AGE
(days)
TICKET NO.:
N/A
CONCRETE SUPPLIER:
Glenn Thurman
AMBIENT TEMP. ( °F):
80
PLANT /TRUCK:
On Site
CONCRETE TEMP. ( °F):
84
MIX ID NUMBER:
N/A
TIME BATCHED:
9:25 am
AIR ( %) (ASTM C -231)
N/A
TIME SAMPLED:
9:30 am
WATER ADDED (gal):
N/A
WEATHER CONDITION:
Cloudy
SLUMP (inches) (ASTM C -143)
3
LOCATION OF PLACEMENT:
Paving:
Cresthaven Drive, station 3 +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)
VOC 8
7
06/23/97
107000
3785
3000/28 days
VOC 9
28
07/14/97
120500
4262
VOC 10
28
07/14/97
130500
4616
VOC 11
Hold
Specifications: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39
1 14►Ti►_V4.
Technician: Neil Rana
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
SMH /rm
Distribution: Centex Homes - Derek Earle
Glenn Thurman, Inc.
City of Coppell - Garreth Campbell
FUGRO- McCLELLAND (S OUTHWEST), INC.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date July 16, 1997
PROJECT Vistas of Coppell, Phase 1A & 2B, Coppell, Texas Project No.: 0771 -2024
SAMPLE DATE: June 16, 1997
CONTRACTOR:
Glenn Thurman, Inc.
AGE
(days)
TICKET NO.:
N/A
CONCRETE SUPPLIER:
Glenn Thurman
AMBIENT TEMP. (°F):
90
PLANT/TRUCK:
On Site
CONCRETE TEMP. (°F):
92
MIX ID NUMBER:
N/A
TIME BATCHED:
3:55 pm
AIR ( % ) (ASTM C -231)
N/A
TIME SAMPLED:
4:00 pm
WATER ADDED (gal):
N/A
WEATHER CONDITION:
Sunny
SLUMP (inches) (ASTM C -143)
3.0
LOCATION OF PLACEMENT:
Paving:
Waterview Drive, station 16 +00
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)
VOC 28
7
06/23/97
97000
3431
3000/28 days
VOC 29
28
07/14/97
136900
4842
VOC 30
28
07/14/97
132000
4669
VOC 31
Hold
Specifications: Making & Curing: ASTM C - 31 Testing Methods: ASTM C - 143, ASTM C - 39
REMARKS:
Technician: Neil Rana
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B +!
SMH /rm
Distribution: Centex Homes - Derek Earle
Glenn Thurman, Inc.
City of Coppell - Garreth Campbell