Securelock-LR040412 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400GravelDrive, Bldg 25FortWorth, Texas 76118 phone:(817) 284-9363 fax:(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client:
Project:
Prime Construction
SecurLock Self Storage
Coppell, TX
TMI Report No.: FC03-63414-021
Report Date: 04/12/2004
specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +3%
Curve No. Test Method
6887 ASTM D-698-A Reddish Brown Clayey Sand w/Iron Ore Fragments
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
~hn~ i~ Reid, A. ET.
Material Reference Cu~. Data ~ ~m
Material Description f Moisture %
Maximum Dry
Density pcf
13.0 117.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density
No or Lift Location Curve Depth Moisture (pcf) (pcf)
Select Fill for Building Pad
136.0 1st Lift 50' S, 50' W. of NE Corner of Building "A" 6887 6" 13.1 131.9 116.6
137.0 1st Lift 50' S, 100' W. of NE Corner of Building "A" 6887 6" 11.4 128.6 115.4
138.0 1st Lift 20' S, 70' W. of NE Corner of Building "A" 6887 6" I3.0 128.7 113.9
139.0 Final 100' S, 15' W. of SE Corner of Building "B" 6887 6" 11,4 127.0 114.0
140.0 Final 25' S, 15' W. of SE Corner of Building "C" 6887 6" 11.8 128.1 114.6
141.0 Final 40' S, 20' W of SE Corner of Building "C" 6887 6" 12.4 128.2 114.1
142.0 Final 90' S, 10' W. of SE Corner of Building "C" 6887 6" 13.9 131.0 115.0
143.0 3rd Lift 20' W, 10' N. of SE Corner of Building "D" 6887 6" 15.2 130.1 112.9
144.0 3rd Lift 70' W, 20' N. of SE Corner of Building "D" 6887 6" 16.0 130.4 112.4
145.0 Final 20' W, 10' N. of SE Corner of Building "D" 6887 6" 12.4 128.9 114.7
146.0 Final 70' W, 20' N. of SE Corner of Building "D" 6887 6" 12,0 129.8 115.9
147.0 3rd Lift 30' W, 15' N. of SE Corner of Building "E" 6887 6" 13.7 127.6 112.2
148.0 3rd Lift 65' W, 20' N. of SE Corner of Building "E" 6887 6" 11.9 130.9 117.0
149.0 Final 30' W, 15' N. of SE Corner of Building "E" 6887 6" 13.1 130.5 115.4
150.0 Final 65' W, 20' N. of SE Corner of Building "E" 6887 6" 12.0 130.3 116.3
151,0 Final 20' N, 15' W. of SE Corner of Building "F" 6887 6" 14.0 127.5 111.8
152.0 Final 65' N, 15' E. of SW Corner of Building "F"
153.0 2nd Lift 30' N, 30' W. of SE Corner of Building "1"
154.0 2nd Lift 60' N, 40' W. of SE Corner of Building "1"
Test results on this report meet project specification
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Troxler
6887 6" ~ 130.6 117.1
6887 6" ~ 12.1'~ 128.4 114.5
Gauge SN: 18935 _ Std.
114.9
Std. Moisture Count: 2871
TERRA-MAR, INC. ~
Ro oy~D.~Gastle, S.E.T.
Materials Testing Manager
Percent
Density
99.7
98.6
97.4
97.4
97.9
97.5
98.3
96.5
96.1
98.0
99.1
95.9
100.0
98.6
99.4
95.6
100.1
97.9
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 stdctly prohibited without the express written consent of TMI.
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