Securelock-LR040504 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
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Client: Prime Construction
SecurLock Self Storage
Project:
Coppell, TX
In-Place Soil Moisture/Density Tests by Nuclear Method
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-63414-024
Report Date: 05/04/2004
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +3%
Test Data
Date Tested: 04/23/2004
Technician: Bryan Mack, A.E.T.
Material Reference Curve Data
Curve No. Test Method
6903 ASTM D-698-A
Optimum Maximum Dry
Material Description Moisture % Density pcf
Brown Clayey Sand w/Trace Iron Ore
12.5 118.5
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Select Fill - Unit Pads
158.0 Final 10' E, 10' N, of SW Corner - Unit H 6903 6" 123 132.4 117.9
159.0 Final 10' S, 75' E. of NW Corner - Unit H 6903 6" 10,8 130.1 117,4
160.0 Final 10' N, 5' W, of SE Corner - Unit H 6903 6" 134 131.9 116.3
161.0 Final 5' S, 5' E. of NW Corner - Unit I 6903 6" 11.6 129.9 116.4
162.0 Final 30' S, 15' E. of NW Corner- Unit I 6903 6" 14.1 130.6 114.5
163.0 Final 10' N, 10' W. of SE Corner- Unit I 6903 6" 11.9 130.7 116.8
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017 ¢//'
f99.5
99.1
98.1
98.2
96.6
98.6
Gauge: Humboldt
Gauge SN: 987
Std. Density Count: 2768
TERRA-MAR, INC.
Std. Moisture Count: 582.6
~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 strictly prohibited without the express written consent of TMI.
o? Page 1 of l
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: Prime Construction
Project: SecurLock Self Storage
Coppell, TX
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of CoppeII
(1) City of Coppell
TMI Report No.: FC03-63414-025
Report Date: 05/04/2004
Specifications
Percent Compaction: +95% rain
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 04/23/2004
Technician: Bryan Mack, A.E.T.
Material Reference Curve Data
Curve No. Test Method
Material Description
Optimum Maximum Dr
Moisture % Density pcf
6743 ASTM D-698-A Dark Gray Ciay
24.0 96.0
In-Place Test Results
Test Elevation
No or Lift Location
Utility Backfill 8" Waterline
164.0 1st Lift Sta 7+00
165.0 3rd Lift Sta 7+05
166.0 5th/Final Sta 7+10
167.0 1st Lift Sta 4+00
168.0 3rd Lift Sta 4+05
169.0 Final Sta 4+10
Test results on this report meet project specification.
Test Method(s): ASTM D-2922, ASTM D-3017
Ref, Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pcf) (pcf) Density
6743 6" 27.0 117.1 92.2
6743 6" 25.3 114.6 91.5
6743 6" 26.4 116.5 92.2
6743 6" 26.2 117.2 92.9
6743 6" 25.3 115.9 92.5
6743 6" 25.0 116.8 93.4
96.0
95.3
96.0
96.8
96.4
Gauge: Humboldt
Gauge SN: 987
Std. Density Count: 2768
TERRA-MAR, INC.
Std. Moisture Count: 582.6
le, S.E.T.
Materials Testing Manager
The results presented in this report pertain only to the specific items tested. This raped 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 l