Vistas of C P3-LR 990120FUGRO SOUTH, INC. a
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 20,1999
PROJECT NO.: 0781 -2276
DATE PERFORMED. January 14, 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 Medium brown silty sandy day with some gravel 106.6 18.3
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
99
1
8 inch Sanitary sewer, Line S -3, Station
105.4
17.8
98.9
0 +50, 8 feet below grade
100
1
8 inch Sanitary sewer, Line S -3, Station
104.5
20.0
98.0
1+00, 6 feet below grade
101
1
8 inch Sanitary sewer, Line S -3, Station
104.1
21.7
97.7
1+25, 4 feet below grade
102
1
8 inch Sanitary sewer, Line S-3, Station
104.0
19.2
97.6
1+50, 2 feet below grade
103
1
8 inch Sanitary sewer, Line S -3, Station
101.7
21.2
95.4
4+00, 7 feet below grade
104
1
8 inch Sanitary sewer, Line S -3, Station
103.7
18.5
97.3
4 +25, 5 feet below grade
105
1
8 inch Sanitary sewer, Line S-3, Station
104.3
20.1
97.8
4 +50, 3 feet below grade
106
1
8 inch Sanitary sewer, Line S -3, Station
102.2
22.0
95.9
4 +75, 1 foot below grade
107
1
8 inch Sanitary sewer, Line S -3, Station
103.5
19.4
97.1
6+00, 6 feet below grade
108
1
8 inch Sanitary sewer, Line S -3, Station
102.4
21.3
96.1
6 +25, 4 feet below grade
109
1
8 inch Sanitary sewer, Line S -3, Station
104.1
18.5
97.7
6 +50, 2 feet below grade
Remarks:
All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
SMH/em
Distribution: Centex Homes - Robert Poole
City of Coppell - Lary Davis
FUGRO SOUTH INC.
Checked by:
Legends Construction
FUGRO SOUTH, INC. a
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
REPORT DATE: January 20, 1999
PROJECT:
vistas of Coppell 3, Copped, Texas
PROJECT NO.:
0781 -2276
Page 1
DATE' PERFORMED: Janua 13,1999'
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
86
1
8 inch Sanitary sewer, Line S -1, Station
105.2
18.2
98.7
7+00, 6 feet below grade
87
1
8 inch Sanitary sewer, Line S -1, Station
104.5
20.1
98.0
8+00, 3 feet below grade
88
1
8 inch Sanitary sewer, Line S-1, Station
102.1
22.1
95.8
9 +00, 1 foot below grade
89
1
8 inch Sanitary sewer, Line S -1, Station
103.4
19.2
97.0
10+00, 5 feet below grade
90
1
8 inch Sanitary sewer, Line S -1, Station
103.2
21.3
96.8
11+00, 3 feet below grade
91
1
8 inch Sanitary sewer, Line S -1, Station
103.6
18.6
97.2
12+00, 1 foot below grade
92
1
4 inch Sanitary service, Block A, lot, 3 feet
101.8
20.4
95.5
below grade
93
1
4 inch Sanitary service, Block A, lot 2, 2
103.1
22.0
96.7
feet below grade
94
1
4 inch Sanitary service, Block A, lot 3, 1
102.2
19.7
95.9
foot below grade
95
1
4 inch Sanitary service, Block A, lot 4, 3
103.4
21.1
97.0
feet below grade
96
1
4 inch Sanitary service, Block A, lot 5, 2
102.7
18.6
96.3
feet below grade
97
1
4 inch Sanitary service, Block C, lot 8, 1
102.4
20.6
96.1
foot below grade
F UGRO SOUTH, INC.
am
2880 Virgo Lane: Dallas, Texas 75229
Ph (972)484 -8301; Fax(972)620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes REPORT DATE: ,January 20,1999
PROJECT: Vistas of Coppell 3, Coppell, Texas PROJECT NO.: 0781 -2276
Page 2
DATE PERFORMED: Jartua '13,.1999
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
98 1 4 inch Sanitary service, Block C, lot 9, 2 101.7 22.1 95.4
feet below grade
Remarks: AN densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician FUGRO SOUTH INC.
Checked by:
SMH /em
Distribution: Centex Homes - Robert Poole
City of Coppell - Lary Davis
Legends Construction
FUGRO SOUTH, INC. M
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
REPORT DATE: ,January 20,1999
PROJECT:
Vistas of Coppell 3, Coppell, Texas
PROJECT NO.:
0781 -2276
DATE PERFORMED: January 15 1999'
Density Test Method: ASTM D -2922 & 3017
Method of Compaction:
ASTM 0-698
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
110
1 8 inch Sanitary sewer, Line 4S, Station
103.8 18.9
97.4
0 +20, 8 feet below grade
111
1 8 inch Sanitary sewer, Line 4S, Station
105.3 19.7
98.8
1 +10, 3 feet below grade
112
1 8 inch Sanitary sewer, Line S -2, Station
104.7 17.8
98.2
0 +30, 9 feet below grade
113
1 8 inch Sanitary sewer, Line S -2, Station
105.2 19.1
98.7
1+50, 3 feet below grade
114
1 8 inch Sanitary sewer, Line S -2, Station
105.2 20.4
98.7
2 +50, 6 feet below grade
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH INC.
Checked by:
SMH/em
Distribution: Centex Homes - Robert Poole
City of Coppell - Lary Davis
Legends Construction