Deer Run-LR000214FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
DATE PERFORMED: February 11, 2000
Density Test Method: ASTM D -2922 3017
MOISTURE /DENSITY RELATIONS
Number Description
1 Dark brown clay (lime treated)
2 Dark gray clay (lime treated)
TEST PROCTOR
NO. NO.
Material
FIELD DENSITY REPORT
LOCATION
TEST RESULTS
122 1 Alley Al, station 1+00, final 103.9 18.3 98.8
123 1 Alley A2, station 1+00, final 104.9 19.7 99.7
124 1 Alley A2, station 4 +00, final 104.2 21.1 99.0
125 1 Alley A2, station 7 +00, final 102.1 19.9 97.0
126 1 Alley A2, station 9 +00, final 101.7 21.1 98.1
127 1 Alley A3, station 1+00, final 100.0 20.0 96.4
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician FUGRO SOUTH INC.
SMH /bg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
f
GRID
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: February 14, 2000
PROJECT NO.: 0791 -2308
Reviewed By:
Method of Compaction: ASTM D -698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
105.2 17.4
103.7 17.9
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
FUGRO SOUTH, INC.
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
DATE PERFORMED: February 20, 2000
Contractors on Site: Gilco
REPORT DATE: February 14, 2000
PROJECT NO: 0791 -2308
Remarks: Pulverization /Gradation tests were performed. Locations and results are listed below:
Burl Cooper
Fugro South Technician FUGRO SOUTH, INC.
SMH/bg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
LIME STABILIZED SOIL PULVERIZATION TEST RESULTS
Percent Passing Percent Passing
Location 1 3/4" Sieve #4 Sieve
1 Alley 01, station 1+00 100 60
2 Alley C2, station 0 +50 100 72
3 AIIey C2, station 3 +50 100 63
4 Alley C3, station 1+00 100 69
5 AIIey A1, station 1 +00 100 61
6 AIIey A2, station 1+00 100 74
7 AIIey A2, station 4 +00 100 65
8 AIIey A2, station 7 +00 100 62
9 AIIey A2, station 9 +00 100 71
10 Alley A3, station 1+00 100 67
Project Specifications: Minimum 100% Minimum 60%
Reviewed By: ?r
Li, �GRO
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
Density Test Method:
Number
1
2
TEST PROCTOR
NO. NO.
108 1
109 1
110 1
111 2
112 2
113 2
114 2
115 2
116 2
117 2
118 1
119 1
120 2
121 2
Burl Cooper
Fugro South Technician
SMH /bg
Distribution:
4
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
REPORT DATE: February 14, 2000
PROJECT NO.: 0791 -2308
DATE PERFORMED: February 10, 2000
ASTM D -2922 3017 Method of Compaction:
MOISTURE /DENSITY RELATIONS
Material
Description
Dark brown clay (lime treated)
Dark gray clay (lime treated)
LOCATION
Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
TEST RESULTS
Hawken Drive North, station 1+00, final
Hawken Drive North, station 4 +00, final
Hawken Drive North, station 5 +00, final
Hawken Drive West, station 1 +50, final
Hawken Drive South, station 1 +00, final
Hawken Drive South, station 4 +00, final
Hawken Drive South, station 5 +00, final
Alley B1, station 1 +00, final
Alley B1, station 4 +00, final
Alley B2, station 1+00, final
Alley 01, station 1+00, final
Alley C2, station 0 +50, final
Alley C2, station 3 +50, final
Alley C3, station 1 +00, final
Remarks: All densities meet project specifications unless otherwise noted.
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
105.2 17.4
103.7 17.9
UNIT DRY
WEIGHT
103.7
103.9
102.2
103.4
102.4
103.2
101.2
103.2
100.8
102.3
99.7
101.3
99.5
99.8
FUGRO SOUTH INC.
Reviewed By:
MOISTURE
CONTENT PERCENT
17.9
19.5
20.5
18.6
21.0
17.4
19.6
20.4
18.8
17.7
20.2
18.7
21.3
19.5
TGRO
milomPbmi
ASTM D -698
PERCENT OF
MAXIMUM DENSITY
98.5
98.8
97.1
99.7
98.7
99.5
97.6
99.5
97.2
98.6
95.0
96.3
95.9
96.2
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
SAMPLE DATE: February 7, 2000
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE /DENSITY:
Preparation Procedure: Moist
Rammer Description: Manual
Maximum Dry Density: (Ibs /cu ft) 105.2
Optimum Moisture Content 17.4
Burl Cooper
Fugro South Technician
MOISTURE /DENSITY RELATIONSHIP OF SOILS
SMH /bg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
FUGRO SOUTH INC.
Reviewed By:
ASTM D- 698(A)
GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: February 14, 2000
PROJECT NO: 0791 -2308
Dark Brown Clay (Lime Treated)
Hawken Drive North, Station 0 +50
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
SAMPLE DATE: February 7, 2000
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE /DENSITY:
Preparation Procedure: Moist
Rammer Description: Manual
Maximum Dry Density: (Ibs /cu ft) 103.7
Optimum Moisture Content 17.9
Burl Cooper
Fugro South Technician
MOISTURE /DENSITY RELATIONSHIP OF SOILS
SMH /bg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
Reviewed By:
ASTM D- 698(A)
IG CI
Dark Gray Clay (Lime Treated)
Hawken Drive West, Station 1+50
FUGRO SOUTH INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: February 14, 2000
PROJECT NO: 0791 -2308