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DCT Fellowship- LR160330 2424 STUTZ DR.  SUITE 400  DALLAS, TX 75235  TEL [214] 350 5600  FAX [214] 350 0019 REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE DCT Freeport West Bethel Road and Creekview Drive Coppell, Texas REPORTED TO: DCT Industrial Trust 5430 LBJ Freeway, Suite 1030 Dallas, Texas 75240 ATTN: Mr. Joe Williams REPORT NO. 47 REPORT DATE: 03-30-16 REG PROJECT NO. 20922 SAMPLE DATE: 03-18-16 CONTRACTOR: FCL Builders Texas Curve No. Soil Classification Optimum Moisture, % Maximum Density, pcf 10 Dark brown clay (lime-treated) 26.4 90.3 ASTM D698 ASTM D1558 85.5 86.0 86.5 87.0 87.5 88.0 88.5 89.0 89.5 90.0 90.5 20.5 22.5 24.5 26.5 28.5 30.5 32.5 Un i t D r y W e i g h t ( p c f ) Moisture Content (%) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 20.5 22.5 24.5 26.5 28.5 30.5 32.5Po c k e t P e n e t r o m e t e r ( t s f ) Moisture Content (%) E-Mail Distribution: (1) DCT Industrial Trust/ Mr. Joe Williams (1) DCT Industrial Trust/ Mr. Sophia Montemayor (1) FCL Builders Texas/ Mr. Drew Hanlon (1) Pross Design Group/ Mr. Bobby Pross (1) City of Coppell/Mr. Marcus Marion (1) Pacheco Koch/Mr. Clayton Strolle (1) McHale Engineering/Mr. Matt Skaggs (1) FCL Builders Texas/ Mr. Ethan McIntosh Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, C.M.T. BW/cdl