Securelock-LR040802 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
24~0 GraveI Drive, Bldg. 25 Fo~f Worth, Texas 76116 phone: (817) 284-9363 fax:(617) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client: Prime Construction
Project: Secur-Lock Self Storage
Coppell, Texas
TMI Report No.: FC03-63414-045
Report Date: 08/02/2004
Report Distribution: (1) Houghton Capital
(1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
(1) AECC Inc.
Test Data
Specifications
Percent Compaction: +95% rain
Moisture Content: opt -2% to +4%
Date Tested: 07/19/2004
Technician: Rick Campbell
Optimum Maximum Dry
Curve No. Test Method Mstedal Description Moisture °,6 Density pcf
7049 ASTM D-698-A Lime Treated Gray Sandy Clay 26.0 88.5
Test Elevation Ret'. Probe Percent Wet Density Dry Density Percent
No or UR Location Curve Depth Moisture (pcl) (pcf) Density
Building 1 Fire Lane
176.0 Final 30' N, 20' W. from SW Building Comer 7049 6" 24.7 109.4 87.7 99.1
177.0 Final t0' S, 50' W. from SE Building Comer 7049 6" 30.8* 110.0 84.1 95.0
178.0 Final 15' N, 10' E. from SE Building Comer 7049 6" 24.2 107.7 86.7 98.0
179.0 Final 50' S, 15. E. from NE Building Comer 7049 6" 26.9 109.9 86.6 97.9
180.0 Final 30' S, 15' W. from NW Building Comer 7049 6" 29.0 108.6 84.2 95.1
An astedsk (*) appeam next to teat results which do NOT meet the project specifications.
Test Method(s): ASTM D-2922, ASTM D-3017
Gauge: Humboldt
Gauge SN: 2074
Std. Density Count: 3809
Std. Moisture Count: 480
TERRA-MAR, INC.
Kevin T. Wells
Censtmctlon Division Manager
~ ~ Ixeecnted In this report pertain only to the epeclfio Items tested. This report was praduced for the exclusive use of the client. Any mproducflen of
thle re~, or any part therein, Is ~-'tly prohibited without the exprees written consent of TMI.
07 Pa~e 1 of I