Vistas of C P2-LR 971124FUGRO- McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
■
GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
CLIENT: Centex Homes
REPORT DATE:
November 24, 1997
PROJECT:
vistas of Coppell, Phase 1B & 2C Coppell, Texas
PROJECT NO.: 0771 -2221
Page 1
DATE PERFORMED: Noe mber 18,1997
MOISTUREIDENSITY 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
64
1
8 inch water line, Block M, Lot 21, 3 feet
97.3
22.5
95.2
below grade
65
1
8 inch water line, Block M, Lot 26, 2 feet
99.4
21.4
97.3
below grade
66
2
8 inch water line, Block M, Lot 31, 1 foot
102.1
18.7
95.2
below grade
67
1
4 inch water line, Block M, Lot 18, 3 feet
101.7
20.1
99.3
below grade
68
1
4 inch water line, Block M, Lot 20, 2 feet
100.9
22.1
98.5
below grade
69
2
4 inch sewer, Forest Hill Drive, Block M,
106.6
18.9
99.4
Lot 2, 1 foot below grade
70
2
4 inch water sewer, Forest Hill Drive,
106.4
18.2
99.2
Block M, Lot 24, 3 feet below grade
71
2
4 inch water sewer, Forest Hill Drive,
107.3
18.4
100.1
Block M, Lot 26, 2 feet below grade
72
2
4 inch water sewer, Forest Hill Drive,
103.3
20.9
96.4
Block M, Lot 28, 1 foot below grade
73
1
4 inch water sewer, Forest Hill Drive,
98.0
23.1
95.7
Block M, Lot 30, 3 feet below grade
74
2
4 inch water sewer, Forest Hill Drive,
104.8
18.6
97.8
Block M, Lot 32, 2 feet below grade
75
1
8 inch water line, station 0 +85, 5 feet
100.2
21.2
97.9
below grade
76
1
4 inch water sewer, Block M, Lot 6, 3 feet
101.5
20.2
99.1
below grade
77
2
4 inch water sewer, Block M, Lot 8, 2 feet
103.7
18.6
96.7
FUGRO- McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
■
GRO
KIM
IN
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
CLIENT: Centex Homes
REPORT DATE:
November 24, 1997
PROJECT:
vistas of Coppell, Phase 1B & 2C Coppell, Texas
PROJECT NO.: 0771 -2221
Page 1
DATE PERFORMED: November 19, 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
80
1
45 inch RCP, Line G, station 3 +00, 3 feet
100.4
20.3
98.0
below grade
81
1
45 inch RCP, Line G, station 3 +10, 2 feet
99.1
22.8
96.8
below grade
82
1
45 inch RCP, Line G, station 3 +20, 1 foot
100.1
22.1
97.8
below grade
83
2
42 inch RCP, Line G, station 5 +50, 3 feet
105.5
20.1
98.4
below grade
84
2
42 inch RCP, Line G, station 5 +60, 2 feet
107.2
18.9
100.0
below grade
85
2
42 inch RCP, Line G, station 5 +70, 1 foot
104.8
19.6
97.8
below grade
86
1
21 inch RCP, Lateral, Line G, station
99.3
21.3
97.0
1 +50, 3 feet below grade
87
1
21 inch RCP, Lateral, Line G, station
97.8
23.3
95.5
1 +60, 2 feet below grade
88
2
21 inch RCP, Lateral, Line G, station
105.0
20.9
97.9
1 +70, 1 foot below grade
89
1
60 inch RCP, Line F, station 1 +50, 1 foot
98.3
23.0
96.0
below grade
90
2
48 inch RCP, Line F, station 4 +50, 3 feet
105.4
19.4
98.3
below grade
91
2
48 inch RCP, Line F, station 4 +60, 2 feet
107.1
18.9
99.9
below grade