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Duke Lesley-LR071126 I Ellerbee-Walczak. Inc. GEOTECHNICAL ENGINEERING & CONSTRUCTION MATERIALS TESTING SERVICES REPORT NO: 44-776-07-01concor CLIENT: L.H. Lacy Company PROJECT: Dividend Dr. TESTED: 11/26/07 METHOD: C42/C42M-04,C174/C174M-06 II CONCRETE CORE TEST RESULTS II CORE AVGERAGE AVERAGE DIAMETER AREA LENGTH CORRECTION LOAD COMPRESSIVE CORRECrED # HEIGHT HEIGHT INCHES SQUARE TO FACTOR FT. STRENGTH COMPRESSIVE SAWED INCHES DIAMETER LBS. PSI STRENGTH RATIO PSI 1 8.7 7.1 3.8 11.34 1.87 .9896 45,800 4039 3997 2 9.1 7.0 3.8 11.34 1.84 .9872 43,900 3871 3821 3 9.0 7.0 3.8 11.34 1.84 .9872 52,900 4665 4605 4 8.0 7.3 3.8 11.34 1.92 .9936 48,400 4268 4241 5 8.0 7.1 3.8 11.34 1.87 .9896 55,700 4912 4861 6 8.1 6.9 3.8 11.34 1.82 .9856 51,300 4524 4459 7 8.7 7.2 3.8 11.34 1.89 .9912 59,300 5229 5183 8 8.6 7.3 3.8 11.34 1.92 .9936 54,900 4841 4810 9 8.5 7.2 3.8 11.34 1.89 .9912 64,000 5644 5594 LOCATIONS: Dividend Dr., E. bound #1 Sta.2+00 Centerpoint #2 Sta. 2+50 S. qtr. point #3 Sta. 3+00 N. qtr. point #4 Sta. 33+00 N. qtr. point - turn lane #5 Sta. 32+50 Centerpoint #6 Sta. 32+00 S. qtr. point #7 Sta. 49+00 \\ #8 Sta. 48+50 Centerpoint #9 Sta. 45+00 N. qtr. point ()~ '?~ <";, 1''' ~j/ z: lG-( ~ /;/ /L,..- I' '" -_.,~ Curtis W. Hawk, C.E.T. T. Neill Lawrence, Jr., P.E. /ajw cc: Lacy-Brent Morris (email) 4501 Broadway Ave. · P.O. Box 14809 · Haltom City, Texas 76117 Office 817-759-9999 . Fax 817-759-1 888