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DCT Fellowship- LR160506 2424 STUTZ DR.  SUITE 400  DALLAS, TX 75235  TEL [214] 350 5600  FAX [214] 350 0019 REPORT OF FIELD DENSITY TESTS 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. 68 REPORT DATE: 05-06-16 REG PROJECT NO. 20922 TECHNICIAN: S. Davis and P. Becerra PAGE: 1 of 1 CONTRACTOR: FCL Builders Texas Proctor No. ASTM Standard Description Optimum Moisture, % Maximum Density, PCF 3 D-698 Reddish brown sandy clay w/trace gray clay 13.7 112.3 7 D-698 Dark brown clay (lime-treated) 20.0 100.8 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 351 04-25-16 Slab leave-out: B.3-1.2 0.0 97.8 21.3 7 97.0 352 Slab leave-out: C.2-1.2 0.0 98.4 21.0 7 97.6 353 Slab leave-out: D-1.2 0.0 96.8 22.1 7 96.0 354 Slab leave-out: D.8-1.2 0.0 98.8 20.2 7 98.0 355 04-27-16 Slab leave-out: 1’N, 20’E(1) 0.0 109.2 15.2 3 97.2 356 Slab leave-out: 1’N, 125’E(1)0.0 109.0 15.4 3 97.0 357 Slab leave-out: 1’N, 250’E(1)0.0 110.0 14.9 3 97.9 358 Slab leave-out: 1’N, 350’E(1)0.0 108.8 16.0 3 96.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SW building corner. 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 (1) FCL Builders Texas/ Mr. Kevin Roberts (1) DCT Industrial/Ms. Lisa Gajewski Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, CMT BW/sp