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0 <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />PROJECT NAME: RPE Expansion Barr Project <br />PROJECT NUMBER: M0906OMT <br />Number 06261003 <br />CLIENT: Barr <br />Engineering <br />DATE: Jul/28/09 <br />PROJECT LOCATION: Somerset <br />SAMPLE NO: 1539 <br />SAMPLE DESCRIPTION: <br />SOURCE: Refuse Pile Expansion <br />NATURAL MOISTURE CONTENT <br />TEST <br />MOISTURE <br />TEST MOISTURE <br />BORING <br />DEPTH CONTENT (%) <br />BORING DEPTH CONTENT (%) <br />B -1 <br />5.0 -6.5ft. 21.3 <br />B -6 13.5 -15.0 ft. <br />19.6 <br />B -1 <br />10.0 -11.5 ft. 12.2 <br />B -6 15.0 - 16.0 ft. <br />14.5 <br />B -1 <br />20.0 - 21.5 ft. 14.4 <br />B -6 16.0 -17.5 ft. <br />17.9 <br />B -2 <br />9.0 - 10.5 ft. 13.3 <br />B -6 19.0 - 20.5 ft. <br />16.7 <br />B -2 <br />14.0 - 15.5 ft. 7.4 <br />B -6 24.0 - 25.5 ft. <br />8.6 <br />B -3 <br />5.0 - 6.5 ft. 10.9 <br />B -7 5.0 - 6.5 ft. <br />21.2 <br />B -3 <br />10.0 - 11.5 ft. 15.1 <br />B -8 5.0 - 6.5 ft. <br />16.3 <br />B -3 <br />15.0 - 16.5 ft. 9.5 <br />B -8 15.0 -16.5 ft. <br />21.3 <br />B-4 <br />20.0 - 21.5 ft. 14.7 <br />B -9 5.0 - 6:5 ft. <br />15.0 <br />B -5 <br />5.0 - 6.5 ft. 11.5 <br />B -9 10.0 -11.5 ft. <br />16.6 <br />B -5 <br />10.0 - 11.5 ft. 15.5 <br />B -9 15.0 -16.5 ft. <br />15.2 <br />B-6 <br />4.0 - 5.5 ft. 12.0 <br />B -9 25.0 - 26.5 ft. <br />12.5 <br />B -6 <br />9.0 - 10.5 ft. 16.1 <br />0 <br />