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Freeport NIP(8.1)-LR060111c gone Engineering Client: Duke Construction LP Mr Bruce Barclay 5495 Belt Line Rd., Ste 360 Dallas TX 75254 Project: Services: M/D No, TEST NO Freeport XIV XV 800 700 W Bethel Road Coppell, Texas Perform In -Place Density Test in accordance with ASTM Standards. CONTRACTOR: Duke Construction, LP Test Methods: ASTM D -2922 ASTM D -3017 Technician Lanny Gist Report Distribution: (1) Duke Construction L P (1) Extranet Description TEST LOCATION Backfill 1 Fire line, 100' west of northeast corner, Building 14, final Backfill 2 Fire line, 300' west of northeast corner, Building 14, final Backfill 3 Fire line, 500' west of northeast corner, Building 14, final PROJECT DATA Gauge: Troxler 3430 Gauge Serial No: 32720 Test Mode: DT MOISTURE DENSITY RELATIONS Maximum Moisture Density pcf 1 Dark Brown Sandy Silty Clay 18.5 EIEILILDENSJT_Y TESTS Started: 1 15pm 1WD No 6" 1 6" 1 6" 1 PROBE DEPTH Current: 656 Previous: 650 19 1 120.5 187 1211 I94 123 1 Test results on this report meet project specification. Finished: 3 15pm 8908 Ambassador Row, Dallas, IX 75247 2696 Gravel Drive, Fort Worth, TX 761 7701 W Little York, Ste 600, Houston, TX 77040 Corporate Phone: (214) 630 -9745 IN -PLACE DENSITY TESTING Report No.: Project No.: Date of Service: Report Date: 248261 0510795 01/03/2006 01/11/2006 Standard Counts Moisture Density Current: 2918 Previous: 2925 Project Requirements Moisture Density 105 0 Optimum 95 min MOISTURE WET DENSI DRY DENSITY DENSITY (pcf) (pen max) 101.2 102.0 103 1 K. Scott Watson, AET CMT Operations Manager 96 97 98 LIMITATIONS. The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, etc or any other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be repr d of j e in full without the written approval of Rone Engineering Services, Ltd 07TH Page