Vistas of C P3-LR 990126FUGRO SOUTH, INC.
�GRO
■
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
REPORT DATE: January 26, 1999
PROJECT Vistas of Coppell 3, Coppell, Texas
PROJECT NO.: 0781 -2276
DATE PERFORMED: January 19, 1999
Density Test Method: ASTM D -2922 & 3017
Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material
Proctor Results
Number
Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1
Medium brown silty sandy clay with some gravel
106.6 18.3
TEST RESULTS
TEST
PROCTOR LOCATION UNIT DRY
MOISTURE PERCENT OF
NO.
NO. WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
115
1 8 inch sanitary sewer, Line S -1, station 103.4
19.0 97.0
13 +50, 6 feet below grade
116
1 8 inch sanitary sewer, Line S -1, station 103.2
20.9 96.8
14 +00, 5 feet below grade
117
1 8 inch sanitary sewer, Line S -1, station 103.7
22.0 97.3
14 +50, 4 feet below grade
118
1 8 inch sanitary sewer, Line S -1, station 103.9
19.5 97.5
15 +00, 3 feet below grade
119
1 8 inch sanitary sewer, Line S -1, station 102.5
21.5 96.2
15 +50, 2 feet below grade
120
1 8 inch sanitary sewer, Line S -1, station 102.4
120.7 96.0
16+00, 1 foot below grade
Remarks:
All densities meet project specifications unless otherwise noted.
0
Burl Cooper
Fugro South Technician
SMH /mv
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
Legends Construction
FUGRO SOUTH INC.
Checked by:
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
0
CLIENT: Centex Homes
REPORT DATE: January 26, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas
PROJECT NO.:
0781 -2276
DATE PERFORMED: January 22, 1999
Density Test Method: ASTM D -2922 & 3017
Method of Compaction:
ASTM D-698
MOISTURE /DENSITY RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (pcf) Optimum
Moisture ( %)
1
Medium brown silty sandy clay with some gravel
106.6
18.3
TEST RESULTS
TEST
PROCTOR LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
138
1 4 inch sanitary sewer service, Block B, Lot
106.4
18.0
99.8
10, 4 feet below grade
139
1 4 inch sanitary sewer service, Block B, Lot
105.6
17.8
99.1
11, 3 feet below grade
140
1 4 inch sanitary sewer service, Block C, Lot
106.3
17.1
99.7
1, 2 feet below grade
141
1 4 inch sanitary sewer service, Block C, Lot
103.8
19.3
97.4
2, 1 foot below grade
142
1 4 inch sanitary sewer service, Block C, Lot
102.9
21.4
96.5
3, 4 feet below grade
143
1 4 inch sanitary sewer service, Block C, Lot
103.9
18.7
97.5
4, 3 feet below grade
144
1 4 inch sanitary sewer service, Block C, Lot
101.7
20.8
95.4
5, 2 feet below grade
145
1 4 inch sanitary sewer service, Block C, Lot
104.6
17.7
98.1
6, 1 foot below grade
146
1 4 inch sanitary sewer service, Block C, Lot
102.1
19.9
95.8
7, 1 foot below grade
Remarks:
A I densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH INC.
Checked by:
SMH /mv
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis'
Legends Construction
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
0
CLIENT:
Murray Construction
REPORT DATE: January 26, 1999
PROJECT: Wind River II, Denton, Texas
PROJECT NO.:
0791 -2002
DATE PERFORMED: January 22, 1999
Density Test Method: ASTM D -2922 & 3017
Method of Compaction:
ASTM D-698
MOISTUREIDENSITY RELATIONS
Material
Proctor Results
Number
Description Maximum Dry Density (pcf) Optimum
Moisture ( %)
1
Red and dark gray clayey sand
110.0
16.5
TEST RESULTS
TEST
PROCTOR LOCATION UNIT DRY
MOISTURE
PERCENT OF
NO.
NO. WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
66
1 8 inch water, Geneva Circle, Block F, Lots 106.0
17.3
96.4
8 and 9, 3 feet below grade
67
1 8 inch water, Geneva Circle, Block F, Lots 105.3
18.0
95.7
10 and 11, 2 feet below grade
68
1 8 inch water, Intersection of Geneva 106.1
20.1
96.5
Circle and Ottawa, 1 foot below grade
69
1 6 inch gas crossing at Ottawa and Great 107.8
17.5
98.0
Bear, 2 feet below grade
70
1 6 inch gas crossing at Ottawa and Great 108.2
16.3
98.4
Bear, 1foot below grade
71
1 6 inch gas crossing at Geneva Circle and 106.7
17.0
97.0
Ottawa Lane, 2 feet below grade
72
1 6 inch gas crossing at Geneva Circle and 106.3
18.6
96.6
Ottawa Lane, 1 foot below grade
73
1 6 inch gas crossing at Ottawa Lane and 106.7
16.6
97.0
Tahoe Lane, 2 feet below grade
74
1 6 inch gas crossing at Ottawa Lane and 105.8
19.7
96.2
Tahoe Lane, 1 foot below grade
Remarks:
All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician FUGRO SOUTH INC.
Checked by:
SMH /mv
Distribution: Murray Construction
FUGRO SOUTH, INC.
tom_
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT:
Murray Construction
REPORT DATE: January 26, 1999
PROJECT: wind
River II, Denton, Texas
PROJECT NO.: 0791 -2002
DATE PERFORMED: January 21, 1999
Density Test Method:
ASTM D -2922 & 3017
Method of Compaction:
ASTM D-698
MOISTURE/DENSITY RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (pcf) Optimum Moisture ( %)
1
Red and dark gray clayey sand
110.0
16.5
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
50
1
18 inch storm sewer, Line C, station 0 +60,
105.8
16.5
96.2
2 feet below grade
51
1
18 inch storm sewer, Line C, station 1 +50,
106.0
18.1
96.4
1 foot below grade
52
1
18 inch storm sewer, Line C, station 2 +00,
105.1
20.0
95.5
2 feet below grade
53
1
18 inch storm sewer, Line C, station 2 +25,
106.2
17.0
96.2
1 foot below grade
54
1
8 inch waterline, Ottawa Lane, Block I,
104.8
19.3
95.3
Lots 4 and 5, 3 feet below grade
55
1
8 inch waterline, Ottawa Lane, Block I,
106.6
16.1
97.0
Lots 4 and 5, 2 feet below grade
56
1
8 inch waterline, Ottawa Lane, Block I,
105.6
18.0
96.0
Lots 4 and 5, 1 foot below grade
57
1
8 inch waterline, Ottawa Lane, Block I,
105.0
20.2
95.5
Lots 6 and 7, 3 feet below grade
58
1
8 inch waterline, Ottawa Lane, Block I,
105.0
17.5
95.5
Lots 6 and 7, 2 feet below grade
59
1
8 inch waterline, Ottawa Lane, Block I,
104.8
19.0
95.3
Lots 6 and 7, 1 foot below grade
60
1
8 inch waterline, Great Bear Lane, Block
105.5
16.7
96.0
G, Lots 2 and 3, 3 feet below grade
61
1
8 inch waterline, Great Bear Lane, Block
106.8
17.9
97.1
G, Lots 2 and 3, 2 feet below grade
62
1
8 inch waterline, Great Bear Lane, Block
105.6
19.8
96.0
G, Lots 2 and 3, 1 foot below grade
63
1
8 inch waterline, Great Bear Lane, Block
109.0
16.7
99.1
G, Lots 5 and 6, 3 feet below grade
FUGRO SOUTH, INC.
* U ft o
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Murray Construction REPORT DATE: January 26, 1999
PROJECT: Wind River 11, Denton, Texas PROJECT NO.: 0791 -2002
Page 2
DATE PERFORMED: January 21, 1999
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
64 1 8 inch waterline, Great Bear Lane, Block 107.0 19.1 97.3
G, Lots 5 and 6, 2 feet below grade
65 1 8 inch waterline, Great Bear Lane, Block 105.7 16.9 96.1
G, Lots 5 and 6, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
SMH/mv
Distribution: Murray Construction
FUGRO SOUTH INC.
Checked by:
FUGRO SOUTH, INC.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
PROJECT Vistas of Coppell 3, Coppell, Texas
REPORT DATE: January 26,1999
PROJECT NO.: 0781 -2276
DATE PERFORMED: January 20, 1999
Density Test Method: ASTM D -2922 & 3017
Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material
Proctor Results
Number
Description Maximum Dry Density (pcf) optimum Moisture ( %)
1
Medium brown silty sandy clay with some gravel
106.6 18.3
TEST RESULTS
TEST
PROCTOR LOCATION UNIT DRY
MOISTURE PERCENT OF
NO.
NO. WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
121
1 8 inch sanitary sewer, Line S -2, station 105.9
18.2 99.3
1 +00, 6 feet below grade
122
1 8 inch sanitary sewer, Line S -2, station 105.5
17.7 99.0
2 +00, 4 feet below grade
123
1 8 inch sanitary sewer, Line S -2, station 102.7
19.7 96.3
3 +00, 2 feet below grade
124
1 8 inch sanitary sewer, Line S -2, station 103.6
20.5 97.2
4+00, 5 feet below grade
125
1 8 inch sanitary sewer, Line S -2, station 103.2
18.9 96.8
4 +50, 3 feet below grade
126
1 8 inch sanitary sewer, Line S -2, station 103.3
21.3 97.0
5 +00, 1 foot below grade
Remarks:
All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH INC.
Checked by:
SMH /mv
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
Legends Construction
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
Fugro South Technician FUGRO SOUTH INC.
Checked by:
CLIENT: Centex Homes
REPORT DATE: January 26, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas
PROJECT NO.: 0781 -2276
DATE PERFORMED: January 21, 1999
Density Test Method:
ASTM D -2922 & 3017
Method of Compaction:
ASTM D-698
MOISTURE/DENSITY RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (pcf) Optimum Moisture ( %)
1
Medium brown silty sandy clay with some gravel
106.6
18.3
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
127
1
8 inch sanitary sewer, Line S -2, station
106.2
17.5
99.2
1 +00, 5 feet below grade
128
1
8 inch sanitary sewer, Line S -2, station
104.5
19.0
98.0
2 +00, 4 feet below grade
129
1
4 inch sanitary sewer service, Block B, Lot
104.3
20.7
97.8
1, 4 feet below grade
130
1
4 inch sanitary sewer service, Block B, Lot
104.6
18.3
98.1
2, 3 feet below grade
131
1
4 inch sanitary sewer service, Block B, Lot
103.4
20.5
97.0
3, 2 feet below grade
132
1
4 inch sanitary sewer service, Block B, Lot
105.1
17.8
98.6
4, 1 foot below grade
133
1
4 inch sanitary sewer service, Block B, Lot
102.4
20.3
96.1
5, 4 feet below grade
134
1
4 inch sanitary sewer service, Block B, Lot
101.7
21.4
95.4
6, 3 feet below grade
135
1
4 inch sanitary sewer service, Block B, Lot
102.8
19.6
96.4
7, 1 foot below grade
136
1
4 inch sanitary sewer service, Block B, Lot
104.1
17.9
97.7
8, 2 feet below grade
137
1
4 inch sanitary sewer service, Block B, Lot
101.9
20.6
95.6
9, 1 foot below grade
Remarks:
All densities meet project specifications unless otherwise noted.
Burl Cooper
SMH/mv
Distribution
Centex Homes - Robert Poole
City of Coppell - Larry Davis
Legends Construction