Stratford Manor-LR 990614FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: June 14, 1999
PROJECT NO.: 0791-2064
Page 1
DATE PERFORMED: June 11, 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 Reddish light brown sandy clay 110.1 16.2
2 Medium brown, dark gray shale clay 92.3 25.4
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
102 1 Pads, Block A, Lot 1, 1st lift/final 104.9 18.7 95.2
103 1 Pads, Block A, Lot 2, 1st lift/final 106.9 16.8 97.0
104 1 Pads, Block A, Lot 15, 4th lift/final 104.4 17.4 95.0
105 1 Retest of #95 of 6-10-99 105.3 17.1 95.6
106 1 Retest of #96 of 6-10-99 106.2 17.3 96.4
107 1 Retest of #97 of 6-10-99 105.8 16.9 96.0
108 1 Retest of #98 of 6-10-99 107.3 16.3 97.4
109 1 Pads, Block B, Lot 11,3rd lift/final 108.6 16.5 98.6
110 1 Pads, Block B, Lot 12, 2nd lift/final 106.6 16.2 96.8
111 1 Pads, Block B, Lot 13, 2nd lift/final 105.7 17.9 96.0
112 1 Pads, Block B, Lot 14, 2nd lift/final 104.8 17.7 95.1
113 2 Paving subgrade, Block A & B, Lot 8 & 8, 89.3 23.1 96.7
natural
Paving subgrade, Block A & B, Lot 8 & 8,
1st lift
Paving subgrade, Block A & B, Lot 8 & 8,
2nd lift/final
8 inch water line Block A, Lot 1,3 feet
below grade
8 inch water line Block A, Lot 1, 1 foot
below grade
8 inch water line Block A, Lot 6, 3 feet
below grade
8 inch water line, Block A, Lot 6, 1 foot
below grade
8 inch water line, Block A, Lot 12, 6 feet
below grade
8 inch water line, Block A, Lot 12, 4 feet
below grade
114 1 107.5 19.2 97.6
115 1 109.3 18.5 99.2
116 1 106.3 16.6 96.5
117 1 106.1 16.3 96.3
118 1 105.2 17.1 95.5
119 1 106.9 16.8 97.0
120 1 107.7 16.3 97.8
121 1 106.2 16.5 96.4
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Huie Construction Co.
Stratford Manor, Coppell, Texas
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
REPORT DATE: June 14,1999
PROJECT NO.: 0791-2064
Page 2
TEST
NO.
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
PROCTOR
NO.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
LOCATION
TEST RESULTS
UNIT DRY
WEIGHT
8 inch
below
8 inch
below
8 inch
below
8 inch
below
4 inch
&1,4
4 inch
&1,2
water line, Block A, Lot 6, 1 foot
grade
water line, Block A, Lot 12, 6 feet
grade
water line, Block A, Lot 12, 4 feet
grade
water line, Block A, Lot 12, 2 feet
grade
sanitary service, Block A & B, Lot 1
feet below grade
sanitary service, Block A & B, Lot 1
feet below grade
4 inch sanitary serwce, Block A & B, Lot 5
& 5, 2 feet below grade
4 inch sanitary service, Block A & B, Lot 9
& 9, 2 feet below grade
4 inch sanitary serwce, Block A & B, Lot
13 & 13, 4 feet below grade
4 inch sanitary service, Block A & B, Lot
1 3 & 1 3, 2 feet below grade
1 inch water serwce, Block B, Lot 2, 1 foot
below grade
1 inch water service, Block B, Lot 4, 1 foot
below grade
1 inch water serwce, Block B, Lot 6, 1 foot
below grade
1 inch water service, Block B, Lot 8, 1 foot
below grade
1 inch water service, Block B, Lot 10, 1
foot below grade
1 inch water service, Block A, Lot 18, 1
foot below grade
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
106.9 16.8 97.0
107.7 16.3 97.8
106.2 16.5 96,4
108.1 16.1 98.1
105.9 17.3 96.1
106.6 16.8 96.8
107.3 17,1 97.4
106.0 16.4 96.2
105.7 17.6 96.0
106.3 17~2 96.5
105.2 17.0 95.5
104.8 16.5 95.1
106.8 16.1 97.0
106.3 15.9 96.5
107.0 15.6 97.1
104.6 16.0 95.0
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: June 14,1999
PROJECT NO.: 0791-2064
Page 2
DATE PERFORMED: June 11, 1999
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
122 1
123 1
124 1
125 1
126 1
127 1
128 1
129 1
130 1
131 1
132 1
133 1
134 1
135 1
8 inch water line, Block A, Lot 12, 2 feet
below grade
4 inch sanitary service, Block A & B, Lot 1
& 1,4 feet below grade
4 inch sanitary serwce, Block A & B, Lot 1
& 1, 2 feet below grade
4 inch sanitary serwce, Block A & B, Lot 5
& 5, 2 feet below grade
4 inch sanitary service, Block A & B, Lot 9
& 9, 2 feet below grade
4 inch sanitary service, Block A & B, Lot
13 & 13, 4 feet below grade
4 inch sanitary service, Block A & B, Lot
13 & 13, 2 feet below grade
1 inch water service Block B, Lot 2, 1 foot
below grade
1 inch water service Block B, Lot 4, 1 foot
below grade
1 inch water service Block B, Lot 6, 1 foot
below grade
1 inch water service Block B, Lot 8, 1 foot
below grade
1 inch water service Block B, Lot 10, 1
foot below grade
1 inch water service Block A, Lot 18, 1
foot below grade
1 inch water service Block A, Lot 16, 1
foot below grade
108.1 16.1 98.1
105.9 17.3 96.1
106.6 16.8 96.8
107.3 17.1 97.4
106.0 16.4 96.2
105.7 17.6 96.0
106.3 17.2 96,5
105.2 17.0 95.5
104.8 16.5 95.1
106.8 16.1 97.0
106.3 15.9 96.5
107.0 15.6 97.1
104.6 16.0 95.0
106.7 16.2 96.9
Remarks: All densities meet project specifications unless otherwise noted.
William Granger
Fugro South Technician
SMH/bg
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By: ....
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: June 14,1999
PROJECT NO.: 0791-2064
Page 3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
135 1 I inch water service, Block A, Lot 16, 1 106.7 16.2 96.9
foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
*Revised to clarify location for Test Nos. 102, 103 and 109-112
William Granger
Fugro South Technician
SMH/bg
Distribution:
Huie Construction Co. ~ David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By: 4~
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: June 14, 1999
PROJECT NO.: 0791-2064
DATE PERFORMED: June 10, 1999
Density Test Method:
Method of Compaction: ASTM D-698
ASTM D-2922 & 30'17
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Reddish brown silty sandy clay with organics 114.3 12.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO, NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
94 1 Block A, Lot 15, final 110.0 12.0 96.2
95 1 Block A, Lot 16, final 104.7 8.4* 91.5'*
96 1 Block A, Lot 17, final 105.7 7.3* 92.4**
97 1 Block A, Lot 18, final 107.3 5.5* 93.8**
98 1 Block B, Lot 10, final 109.7 7.6* 95.9
99 1 Block B, Lot 9, final 102.4 6.7* 89.5**
100 1 Block B, Lot 8, final 108.5 9.6* 94.9**
101 1 Block B, Lot 7, final 104.5 8.3* 91.4**
Remarks: * Does not meet project specifications for percent moisture content.
· * Does not meet project specifications for percent maximum dry density.
Mark Strittmatter
Fugro South Technician
SMH/mv
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By:
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: June 14,1 999
PROJECT NO.: 0791-2064
Page 1
DATE PERFORMED: June 9, 1999
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Reddish light brown sandy clay
TEST PROCTOR LOCATION
NO. NO.
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf)
110.1
TEST RESULTS
UNIT DRY MOISTURE
WEIGHT
Optimum Moisture (%)
16.2
PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
83 1
84 1
85 1
86 1
87 1
88 1
89 1
9O 1
91 1
92 1
93 1
48 inch storm sewer, Line "A", station
10+00, 3 feet below grade
48 inch storm sewer, Line "A", station
10+00, 1 foot below grade
24 inch storm sewer, Line "A-l", station
1+00, 3 feet below grade
24 inch storm sewer, Line "A-l, station
1+00, 1 foot below grade
10 inch sanitary sewer, Line "A", station
1 +00, 8 feet below grade
10 inch sanitary sewer, Line "A", station
1+00, 6 feet below grade
10 inch sanitary sewer, Line "A", station
1 +00, 4 feet below grade
10 inch sanitary sewer, Line "A", station
1 +00, 2 feet below grade
10 inch sanitary sewer, Line "A", station
4+00, 4 feet below grade
10 inch sanitary sewer, Line "A", station
4+00, 2 feet below grade
10 inch sanitary sewer, Line "A", station
7+00, 2 feet below grade
105.9 16.6 96.1
106.2 16.4 96.4
105.4 16.9 95.7
105.1 16.6 95.4
107.7 17.5 97.8
106.4 17.7 96.6
108.1 16.8 98.1
107.3 17.0 97.4
106.8 16.7 97.0
107.1 15.9 97.2
106.6 16.4 96.8
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Huie Construction Co.
Stratford Manor, Coppell, Texas
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
REPORT DATE:
PROJECT NO.: 0791-2064
Page 2
DATE PERFORMED: June 9, 1999 ]
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
94 1 10 inch sanitary sewer, Line "A", station 107.5
10+00, 2 feet below grade
Remarks: Ail densities meet project specifications unless otherwise noted.
William Granger
Fugro South Technician
SMH/bg
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
15.5 97.6
FUGRO SOUTH INC.
Reviewed By: