Stratford Manor-LR000202FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
*REVISED
CLIENT: Huie Construction Co. REPORT DATE: February 2, 2000
PROJECT: Stratford Manor, Coppell, Texas PROJECT NO.: 0791-2064
DATE PERFORMED: JUn~ 22i lg99
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTUREIDENSITY RELATIONS
Material
Description
Reddish light brown sandy clay
TEST PROCTOR
NO. NO.
136 1
137
138 1
139 1
140 1
141 1
LOCATION
Pads Block A, Lot 10, final
Pads
Pads
Pads
Pads
Pads
Block A, Lot 11, final
Block A, Lot 12, final
Block A, Lot 13, final
Block A, Lot 14, final
, Block A, Lot 15, final
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
110.1 16.2
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
105.4 18.3 95.7
107.3 18.7 97.4
106.8 19.3 97.0
105.9 18.5 96.1
106.2 18.9 96.4
107.7 18.4 97.8
Remarks: All densities meet project specifications unless otherwise noted,
*Revised to clarify location for Test Nos. 136-141
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
*REVISED
CLIENT:
PROJECT:
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: February 2, 2000
PROJECT NO.: 0791-2064
Page 1
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 B, ot 1, natural/final 104.9 18.7 95.2
103 1 Pads, Block B, Lot 2, natural/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 A, Lot 11,4th lift/final 108.6 16.5 98.6
110 1 Pads, Block A, Lot 12, 3rd lift/final 106.6 16.2 96.8
111 1 Pads, Block A, Lot 13, 3rd lift/final 105.7 17.9 96.0
112 1 Pads, Block A, Lot 14, 3rd 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, 107.5
1st lift
Paving subgrade, Block A & B, Lot 8 & 8, 109.3
2nd lift/final
8 inch water line, Block A, Lot 1,3 feet 106.3
below grade
8 inch water line, Block A, Lot 1, 1 foot 106.1
below grade
8 inch water line, Block A, Lot 6, 3 feet 105.2
below grade
114 1 19.2 97.6
115 1 18.5 99.2
116 1 16.6 96.5
117 I 16.3 96.3
118 1 17.1 95.5
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
*REVISED
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: February 2, 2000
PROJECT NO.: 0791-2064
Density Test Method:
Number
Description
Reddish brown silty sandy clay with organics
TEST RESULTS
TEST PROCTOR
NO. NO.
94A 1
95 1
96 1
97 1
98 1
99 1
100 1
101 1
Remarks:
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Maximum Dry Density (pcf)
114.3
LOCATION
Method of Compaction: ASTM D-698
Block A, Lot 15, final
Block A, Lot 16, final
Block A, Lot 17, final
Block A, Lot 18, final
Block B, Lot 10, final
Block B, Lot 9, final
Block B, Lot 8, final
Block B, Lot 7, final
Proctor Results
Optimum Moisture (%)
12.0
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
110.0 12.0 96.2
104.7 8.4* 91.5'*
105.7 7.3* 92.4**
107.3 5.5* 93.8**
109.7 7.6* 95.9
102.4 6.7* 89.5**
108.5 9.6* 94.9**
104.5 8.3* 91.4**
* Does not meet project specifications for percent moisture content.
** Does not meet project specifications for percent maximum dry density.
*Revised to clarify Test No. 94
Mark Strittmatter
Fugro South Technician
SMH/mv
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By: (~-Y]'t
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
*REVISED
Huie Construction Co. REPORT DATE: February 2, 2000
Stratford Manor, Coppell, Texas PROJECT NO.: 0791-2064
Density Test Method: ASTM D-2922 & 3017
Number
1
2
Description
Reddish light brown sandy clay
Medium brown, dark gray shale clay
TEST RESULTS
TEST PROCTOR
NO. NO.
67 1
68 1
69 1
7O 1
71 2
72 2
73 2
74 2
Remarks:
Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%',
110.1 16.2
92.3 25.4
LOCATION
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSIT~
107.2 17.4 97.3
104.6 15.1 95.0
109.4 17.5 99.4
110.6 16.0 100.4
94.8 27.0 102.8
90.4 29.0 98.0
90.3 24.7 97.8
87.6 27.7 95.0
Block "A" Lot 4, 1st lift
Block "A" Lot 4, 2nd lift
Block "A" Lot 6, 4th lift
Block "A" Lot 6, 5th lift
Block "A" Lot 8, 4th lift
Block "A" Lot 8, 5th lift
Block "A" Lot 10, 3rd lift
Block "A" Lot 10, 4th lift
All densities meet project specifications unless otherwise noted.
*Revised to clarify locations on Test Nos. 69-72
Thomas Cranford
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
*REVISED
CLIENT: Huie Construction Co. REPORT DATE: February 2, 2000
PROJECT: Stratford Manor, Coppell, Texas PROJECT NO.: 0791-2064
DATE PERFORMED: AP~i!29i1999 ~
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 Red and light brown sandy clay 110.1 16.2
2 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
56 1 Block B, Lot 6, 3rd Lift 107.0 15.8 97.1
57 2 Block A, Lot 9, 3rd Lift 113.2 14.3 99.0
58 2 Block A, Lot 11, 3rd Lift 110.8 15.5 97.0
59 2 Block A, Lot 13, 2nd Lift 111.9 15.2 97.9
60 2 Block A, Lot 16, 2nd Lift 112.1 13.9 98.1
61 2 Block A, Lot 17, 2nd Lift 111.2 14.4 97.3
62 2 Block A, Lot 18, 3rd Lift 112.6 12.8 98.6
Remarks: All densities meet project specifications unless otherwise noted.
*Revised to clarify locations on Test Nos. 56-62
Thomas Cranford
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
*REVISED
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: February 2, 2000
PROJECT NO.: 0791-2064
Density Test Method:
Method of Compaction: ASTM D-698
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Dark brown silty sandy clay with organics 113.8 14.5
Reddish brown silty sandy clay with organics 114.3 12.0
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
52 1 Block B, lot 7, 2nd lift 114.4 17.7 100.6
53 1 Block A, lot 9, 3rd lift 108.1 15.5 95.0
54 1 Block B, lot 11,2nd lift 115.6 15.4 101.6
55 1 Block B, lot 14, 2nd lift 104.6 15.5 95.0
Remarks: All densities meet project specifications unless otherwise noted.
*Revised to clarify location for Test No. 53
Thomas Cranford
Fugro South Technician
SMH/em
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By: ~
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Datlas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
*REVISED
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: February 2, 2000
PROJECT NO.: 0791-2064
Density Test Method:
Method of Compaction: ASTM D-698
ASTM D-2922 & 3017
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 Reddish brown silty sandy clay with organics 114.3 12.0
3 Dark brown silty sandy clay with organics 113.8 14.5
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
25 3 Block A, Lot 18, natural 108.3 14.7 95.1
26 1 Block B, lot 10, 4th lift 114.3 16.0 100.5
27 1 Block B, lot 9, 5th lift 112.2 16.3 101.9
28 1 Block B, lot 8, 5th lift 104.5 15.4 95.0
29 1 Block A, lot 6, 2nd lift 104.5 17.3 94.9
30 1 Block A, lot 7, 2nd lift 107.4 17.5 97.6
31 1 Block A, lot 8, natural 106.1 16.1 96.4
32 2 Block A, lot 5, natural 109.4 10.3 95.7
Remarks: All densities meet project specifications unless otherwise noted.
*Revised to clarify location for Test Nos. 25 and 30
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
SMH/em
Distribution: Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
*REVISED
Huie Construction Co.
Stratford Manor, Coppell, Texas
REPORT DATE: February 2, 2000
PROJECT NO.: 0791-2064
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description Maximum Dry Density (pcf)
Medium brown, dark gray shale clay 92.3
Reddish light brown sandy clay 110.1
LOCATION
Block B, lot 8, 4th lift
Block B, lot 9, 4th lift
Block B, lot 10, 3rd lift
Block A, lot 6, 1st lift
Block A, lot 7, 1st lift
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
25.4
16.2
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
106.1 18.9 96.4
107.1 19.0 97.3
104.8 18.5 95.2
105.5 18.9 95.8
90.4 24.1 98,0
TEST PROCTOR
NO. NO.
20 2
21 2
22 2
23 2
24 1
Remarks:
All densities meet project specifications unless otherwise noted.
*Revised to clarify location on Test No. 24
Mike Flute
Fugro South Technician
SMH/em
Distribution:
Huie Construction Co. - David A. Whitsett
Alton Loyd, Inc. - Preston Skaggs
FUGRO SOUTH INC.
Reviewed By: ~J