Securelock-LR040206 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
~)4LLA,~ FORT WO~TH H()UBTON AUSTIN L()NGVIEW
In-Place Soil Moisture/Density Tests by Nuclear Method
Client: Houghton Capital
Project: SecurLock Self Storag~
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-634/4 007
Report Date: 02/06/2004
Specifications
Percent Compaction: +95% rain
Moisture Content: opt 2% to +4%
Test Data
Date Tested: 01/30/2004
Technician: Jori Lewis
Material Reference Curve Data
Optimum Maximum Dry
Curve NO Test Method Material Description Moisture % Density pcf
6737 ASTM D 698 A Reddish Brown Clayey Silty S;~Hd 125 117.5
6743 ASTM D 698 A Dark Gray (}ht~ 24 0 96 0
In-Place Test Results
Test Elevation Ret Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
6" ~Vaterlinc
190 Final Southeast Corner of Building T (74~ g' 246 1154
200 Final Normeast Corner of Building 'O' ~7,~/ 6' 23 1 116 1
W' \Valerline
21 0 Final Northeast of Building 'H' 743 g" 224 1140
22.0 Final Northwest Corner of Budding 'H' ~743 6" 245 116 7
23.0 -2' Northeast of Building 'H' 6743 6" 27 1 116 8
24.0 -1' Northeast of Building 'H' 6743 6" 263 1180
25.0 Final Northeast of Building 'H' 6743 6" 25 8 1181
26.0 -2' South of Building 'G' 6743 6" 27 1 119.5
27.0 -1' South of Building 'G' 6743 6" 26 5 119.9
28.0 Final South of Building 'G' 6743 6" 261 119.0
29.0 Final South Corner 6743 6" 22 6 1167
O' ~aterline
30.0 Final Southwest of Building '1"
Test results on this report meet project specification
92 6 965
94 3 98 2
93 1 97 0
93 7 97.6
91 9 957
93.4 97.3
939 97.8
940 97.9
948 98.8
944 98.3
952 99.2
Gauge: Humboldt GaugeSN: 3141
6737 6" 130 1294 1145 974
Test Method{s): ASTM D 2922, ASTM D 3017 /~"~~ 5' /
Std Density Count: 3638 ~ ~
TERRA-MAR, IN3-~~ Ma~t;dCa~sr~TeLstlen~v~aEr~a~er '
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
Page I of 1
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTtt HOUSTON AUSTIN LONGVIEW
2400 Gllvel Duve Bldg 2[} Fud W~h 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 Storzao,'}
Coppell TX
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppoll
TMI Report No.: FC0363414-008
Report Date: 02/06/2004
Specifications
Percent Compaction: +95% turn
Moisture Content: opt 2°/,, to +4%
Test Data
Date Tested: 01/30/2004
Technician: Jon Lewis
Material Reference Curve Data
Optimum Maximum Dry
Curve No Tesl Method Malerial Description Moisture % Density pcf
6737 ASTM D 698 A Reddish Urown Clayey Silty ,Sand 125 1175
6743 ASTM D 698 A [}ark Gray Clay 24.0 96.0
In-Place Test Results
Test Elevation Reft Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
8" Nanitar) Sewer
320 Final Sta 2+60 ;7~:~ 6' 2!) 1 1158 92.6 96.5
330 Final Sta4+65 ,i/44 (' 262 1162 92 1 95.9
34.0 Final Sta 6+25 745 0' 266 117 5 92 8 967
35 0 Filial Sta 7+84 ~743 6" 22 8 1156 941 98.0
Test results on this report meet projed specification
Test Method(s): ASTM D 2922, ASTM D 3017
TERRA-MAR, INC. M art; dCa lasr ITeLset;n g SM. aEn-J~e r
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 I