Vistas of C P1-LR 970407FUGRO- 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:
April 7, 1997
PROJECT: Vistas of Coppell 1A S 2B, Coppell, Texas
PROJECT NO.:
0771 -2024
DATE, PERFORMED: >March 24, 1997
MOISTURE/DENSITY RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (pcf) Optimum
Moisture
1
Tan and gray silty clay with organics
107.2
17.0
2
Dark grat silty clay mix with silty sand
111.0
16.0
TEST RESULTS
TEST
PROCTOR LOCATION
UNIT DRY
MOISTURE
PERCENT OF
No.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
54
2 Phase 213, 21 inch storm drain, line A,
109.4
19.8
98.6
station 7 +50, 1 1/2 feet below grade
55
2 Phase 213, 21 inch storm drain, line A,
107.8
21.1
97.1
station 9 +00, 1 foot below grade
56
2 Phase 2B, 21 inch storm drain, line E,
109.0
21.0
98.2
station 2 +00, 1 foot below grade
57
1 Phase 1A, 15 inch sewer line S-11,
105.5
22.2
98.4
station 0 +75, 12 feet below grade
58
1 Phase 1A, 15 inch sewer line S -11,
103.7
22.0
96.7
station 0 +75, 9 feet below grade
59
1 Phase 1A, 15 inch sewer line S -11,
104.0
21.4
97.0
station 0 +75, 6 feet below grade
60
1 Phase 1A, 15 inch sewer line S-11,
103.3
21.0
96.4
station 0 +75, 3 feet below grade
61
1 Phase 1A, 15 inch sewer line S -11,
105.1
20.7
98.0
station 0 +75, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
Ted Nicholas
Fugro - McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
SMH /so
Distribution: Centex Homes - Derek Earle
City of Coppell - Garreth CampbeH
C. W. Young - Kenny Hafner
FUGRO- McCLELLAND (SOUTHWEST), INC.
GQO
Mill
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes REPORT DATE: April 7,1997
PROJECT: Vistas of Coppell 1A, Coppell, Texas PROJECT NO.: 0771 -2024
Page: 1
DATE PERFORMED: April 1, 1997'
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( °�)
1 Medium brown silty clay with organics 102.4 20.5
2 Tan and gray silty clay with organics 107.2 17.0
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
62
1
8 inch sewer line S -7, station 1 +50, 8 feet
97.7
25.7
95.4
below grade
63
1
8 inch sewer line S -7, station 1 +50, 6 feet
97.4
25.5
95.1
below grade
64
1
8 inch sewer line S -7, station 1 +50, 4 feet
99.3
23.8
97.0
below grade
65
1
8 inch sewer line S -7, station 1 +50, 2 feet
101.8
24.0
98.6
below grade
66
1
8 inch sewer line S -7, station 4 +50, 6 feet
98.5
25.3
96.2
below grade
67
1
8 inch sewer line S - 7, station 4 +50, 4 feet
100.3
25.0
97.9
below grade
68
1
8 inch sewer line S -7, station 4 +50, 2 feet
99.1
25.8
96.8
below grade
69
1
4 inch sewer laterial off line S -7, lot 18,
101.4
23.7
99.0
block L, 4 feet below grade
70
1
4 inch sewer laterial off line S -7, lot 18,
98.1
26.1
95.8
block L, 2 feet below grade
71
2
15 inch sewer line S -11, station 4 +50, 10
103.4
21.6
96.4
feet below grade
72
2
15 inch sewer line S -11, station 4 +50, 8
103.8
22.0
96.8
feet below grade
73
2
15 inch sewer line S -11, station 4 +50, 6
105.1
21.8
98.0
feet below grade
■
Gnu
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
74
2
15 inch sewer line S -11, station 4 +50, 4
104.6
22.0
97.6
feet below grade
75
2
15 inch sewer line S -11, station 4 +50, 2
104.8
22.5
97.8
feet below grade
76
2
4 inch sewer laterial off line S -11, lot 21,
106.1
19.8
99.0
block N, 4 feet below grade
77
2
4 inch sewer laterial off line S -11, lot 21,
105.7
21.1
98.6
block N, 2 feet below grade
Remarks: All densities meet project specifications unless otherwise noted.
Ted Nicholas
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
SMH /so
Distribution: Centex Homes - Derek Earle
City of Coppell - Garreth Campbell
C. W. Young - Kenny Hafner