Securelock-LR040330 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg 25 Fort Worth, Texas 76118 phone: (817) 284-9363 fax'(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client: Houghton Capital
Project: SecurLock Self Storage
Coppell, TX
TMI Report No.: FC03-63414-016
Report Date: 03/30/2004
Specifications
Percent Compaction: +95% rnin
Moisture Content: opt -2% to +3%
Report Distribution: (1) Houghton Capita~ (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppe,
Test Data
Date Tested: 03/18/2004
Technician: Bryan Mack
Material Reference Curve Data
Optimum Maximum Dry
Moisture % Density pcf
Curve No. Test Method
6903
Material Description
ASTM D-698-A Brown Clayey Sand w/Trace Iron Ore
12.5
In-Place Test Results
118.5
Test Elevation
No or Lift
Ref. Probe Percent Wet Density Dry Density Percent
Location Curve Depth Moisture (pcf) (pcf) Density
Select Fill - Building "G"
67.0 2nd Lift 10' S, 10' E. of NW Corner
68.0 2nd Lift 30' S, 10' W. of NE Comer
69,0 2nd Lift 5' N, 12' W. of SE Corner
Select Fill - Building "F"
70.0 2nd Lift 7' S. 10' E. of NW Corner
71.0 2nd Lift 25' S, 10' W. of NE Corner
72.0 2nd Lift 5' N, 5' E. of SW Corner
Select Fill - Building "C"
73.0 2nd Lift 10' S, 10' E. of NW Corner
74.0 2nd Lift 20' S. 15' W. of NE Corner
75.0 2nd Lift 10' N. 5' W. of SE Corner
Select Fill - Building "B"
76.0 2nd Lift 5' S, 10' E. of NW Corner
77.0 2nd Lift 15' S, 5' W. of NE Corner
78.0 2nd Lift 2' N, 6' E. of SW Corner
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
6903 6" 14.4 135.9
6903 6" 12.4 132.2
6903 6" 12.3 131.6
6903 6" 12.5 131.0
6903 6" 13.7 129.0
6903 6" 14.0 130.5
6903 6" 13.4 134.7
6903 6" 11.6 129.3
6903 6" 13.6 133.6
6903 6" 14.2 134.4
6903 6" 14.3 135.3
6903 6" 13.8 136.1
118.8 100.3
117.6 99.2
117.2 98.9
116.4 98.2
113.5 95.8
114.5 96.6
118.8 100.3
115.9 97.8
117.6 99.2
117.7 · 99.3
118,4 1~
119.6
Gauge: Humboldt
Gauge SN: 987
Std. Density Count: 2770
TERRA-MAR, INC.
Rocrney D. Castle,
S.E.Ts.
Materials Testing Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
07 Page I of t
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fo~l Worth, Te×as 76118 phone: (817) 284 9363 fax(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client: Houghton Capital
Project: SecurLock Self Storage
Coppell, TX
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-63414-017
Report Date: 03~30~2004
specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +3%
Test Data
Date Tested: 03/19/2004
Technician: John Reid, A.E.T.
Material Reference Curve Data
Curve No. Test Method
6903 ASTM D-698-A
Optimum Maximum Dry
Materiai Description Moisture % Density pcf
Brown Clayey Sand w/Trace Iron Ore
12.5 118.5
In-Place Test Results
Test Elevation Ret. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Select Fill - Building 'B'
79.0 3rd Lift 30' S, 10' W. of NE Corner of Pad 6903 6" 13.4 133.8 118.0
80,0 3rd Lift 80' S, 20' W. of NE Corner of Pad 6903 6" 14.3 133,4 116.7
81,0 3rd Lift 125' S, 30' W. of NE Corner of Pad 6903 6" 131 133.5 118.0
Select Fill - Building 'C'
82.0 3rd Lift 50' S, 20' W. of NE Corner of Pad 6903 6" 11.6 131.5 117.6
83.0 3rd Lift 100' S, 30' W. of NE Corner of Pad 6903 6" 11.4 133.2 119.6
84.0 3rd Lift 140' S, 40' W. of NE Corner of Pad 6903 6" 12.1 134.1 119.6
Select Fill - Building 'D~
85.0 1st Lift 15' W, 10' N, of SE Corner of Pad 6903 6" 12.2 130.0 115.9
86.0 1st Lift 40' W, 20' N. of SE Corner of Pad 6903 6" 11.4 126.7 113.7
87.0 1st Lift 70' W, 30' N. of SE Corner of Pad 6903 6" 123 132.3 117.8
Select Fill - Building 'E'
88.0 1st Lift 15' W, 10' N. of SE Corner of Pad 6903 6" 11.5 129.5 116.1
89,0 1st Lift 45' W, 20' N. of SE Corner of Pad 6903 6" 11.4 130.8 117,4
90.0 1st Lift 65' W, 30' N. of SE Corner of Pad 6903 6" 14,2 129.4 113.3
Select Fill - Building 'F'
91.0 3rd Lift 40' N, 10' W. of SE Corner of Pad 6903 6" 11.7 128.1 114.7
92.0 3rd Lift 75' N, 20' W. of SE Corner of Pad 6903 6" 12.6 128.7 114.3
93.0 3rd Lift 120' N, 25' W. of SE Corner of Pad 6903 6" 12.1 131.8 117.6
Select Fill - Building 'G'
94,0 3rd Lift 30' N, 10' W. of SE Corner of Pad 6903 6" 13.1 132.9 117.5
95.0 3rd Lift 60' N, 10' W. of SE Corner of Pad 6903 6" 13,2 132,1 116.7
96.0 3rd Lift 110' N, 20' W. of SE Corner of Pad 6903 6" 14.7 129.3 112.7
99.6
98.5
99.6
99.2
100.9
100.9
97.8
95.9
99.4
98.0
99.1
95.6
96.8
96.5
99.2
[99.2
~98.5
95.1
Gauge: Troxler
Gauge SN: 18935
Std. Density Count: 2771
TERRA-MAR, INC.
Std. M~4
~tle, s.E.T.
Materials Testing Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
07 Page 1 of 2
TMI Project No.: FC03-63414 ,,~
TMI Report No.: FC03-63414-017
Test Elevation
No or Lift Location
Select Fill - Building '1'
97,0 1st Lift 30' N, 15' W. of SE Corner of Pad
98.0 1st Lift 75' N, 30' W of SE Corner of Pad
99.0 1st Lift 35' N, 75' W of SE Corner of Pad
Test results on this report meet project specification
Test Method(s): ASTM D-2922, ASTM D-3017
** Select Fill at Building Pads
Ref. Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pcf) (pcf) Density
6903 6" 139 132.6 116.4
6903 6" 11 4 131,1 117.7
6903 6" 14.0 130.1 114.1
98.2
99.3
96.3
Gauge: Troxler
Gauge SN: 18935
Std. Density Count: 2771
TERRA-MAR, INC.
Std. Moisture Count: 654
Materials Testing Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
07 Page 2 of 2