Securelock-LR040406 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Ddve, Bldg. 25 Fort Worth, Texas 76118 phone: (817) 284-9363 ~ax.'(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
TMI Report No.: FC03-63414-019
Report Date: 04/06/2004
specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Report Distribution: (1) Houghton Capital (1) Pdme Construction Company
(1) City of Coppell
(1) City of Coppell
Date Tested: 03/25/2004
Technician: Bryan Mack, A.E.T.
Material Reference Curve Data
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
6743 ASTM D-698-A Dark Gray Clay 24.0 96.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Utility Backfill 8" Waterline
113.0 2nd Lift Sta 0+25 6743 6" 27.6 118.0
114.0 4th/Final Sta 0+40 6743 6" 27.0 117.0
115.0 2nd Lift Sta 1+70 6743 6" 28.0 118.5
116.0 4th/Final Sta 1+90 6743 6" 27.9 118.4
117.0 1 st Lift Sta 2+40 6743 6" 23.6 117.0
118.0 3rd/Final Sta 3+20 6743 6" 27.8 118.3
119.0 2nd Lift Sta 6+00 6743 6" 24.0 119.0
120.0 4th/Final Sta 6+10 6743 6" 27.9 119.3
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
92.5 I 96.4
92.1 95.9
92.6 96.5
92.6 96.5
94.7 98.6
92.6 96.5
96.0 100.0
93.3 ~..97.2
Gauge: Humboldt
Gauge SN: 987
Std. Density Count: 2770
TERRA-MAR~ INC,
Std. Mois.tp/re Count: 516.9
Rodney ~). Castle, 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 stdctly prohibited without the express written consent of TMI.
o? Page 1 of I
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Ddve, Bldg. 25Fort Worth, Texas 76r18 phone: (817) 284-9363 fax:(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client: Prime Construction
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.: FC03-63414-020
Report Date: 04/06/2004
.... apecifications
Percent Compaction: +95% min
Mo sture Content: opt -2% to +3%
Test Data t
Date Tested: 03/25/2004
Technician: Bryan Mack, A.E.T. /
Material Reference Curve Data
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
6903 ASTM D-698-A Brown Clayey Sand w/Trace Iron Ore 12.5 1t8.5
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pct~ Density
Select Fill for Building Pad
121.0 5th Lift 10' S, 10' E. of NW Corner of Building 'F' 6903 6" 11.6 131.9 118.2
122.0 5th Lift 30' S, 10' E. of NW Corner of Building 'F' 6903 6" 12.0 134.0 119.6
123.0 5th Lift 5' N, 12' E. of SW Corner of Building 'F' 6903 6" 12.7 131.6 116.8
124.0 3rd Lift 5' S, 5' E. of NW Corner of Building 'E' 6903 6" 13.1 134.8 119.2
t25.0 3rd Lift 20' S, 5' W. of NE Comer of Building 'E' 6903 6" 11.6 134.1 120.2
126.0 3rd Lift 10' N, 5' E. of SW Corner of Building 'E' 6903 6" 13.3 134.3 118.5
127.0 3rd Lift 5' S, 5' W. of NE Corner of Building 'D' 6903 6" 14.2 134.2 117.5
128.0 3rd Lift 25' S, 10' W. of NB Corner of Building 'D' 6903 6" 12.0 132.3 118.1
129.0 3rd Lift 10' N, 5' E. of SW Comer of Building 'D' 6903 6" 12.3 133.5 118.9
130.0 4th Lift 15' N, 5' W. of SW Corner of Building 'C' 6903 6" 11.4 132.7 119.1
131.0 4th Lift 30' N, 5' E. of SW Corner of Building 'C' 6903 6" 11.5 131,7 117.8
132.0 4th Lift 5' S, 7' W. of NE Comer of Building 'C' 6903 6" 12.3 133.0 118.4
133.0 4th Lift 20' N, 2' E. of SW Comer of Building 'B' 6903 6" 12.3 133.3 118.7
134.0 4th Lift 35' N, 7' W. of SE Comer of Building 'B' 6903 6" 13.2 133.9 118.3
135.0 4th Lift 5' S, 10' E. of NW Corner of Building 'B' 6903 6" 14.0 131.8 115.6
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
99.7
100.9
98.6
100.6
101.4
100.0
99.2
99.7
100.3
100.5
99.4
99.9
100.2
99.8
97.6
Gauge: Humboldt
Gauge SN: 987
Std. Density Count: 2770
TERRA-MAR, INC.
Std. M~16.9
~astle, 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 sthctly prohibited without the express wdtten consent of TMI.
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