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DCT Fellowship- LR160224
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. 18 REPORT DATE: 02-24-16 REG PROJECT NO. 20922 TECHNICIAN: A. Chavez PAGE: 1 of 2 CONTRACTOR: FCL Builders Texas Proctor No. ASTM Standard Description Optimum Moisture, % Maximum Density, PCF 2 D-698 Yellowish brown clayey sand 12.4 117.4 3 D-698 Reddish brown sandy clay w/trace gray clay 13.7 112.3 5 D-698 Dark brown & reddish brown clay 17.4 106.3 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 195 02-12-16 Storm Drain: ST1, STA 3+50 6.0 106.0 17.9 5 99.7 196 Storm Drain: ST1, STA 3+50 5.0 104.8 19.0 5 98.6 197 Storm Drain: ST1, STA 3+50 4.0 105.8 17.7 5 99.5 198 Storm Drain: ST1, STA 3+50 3.0 114.4 13.3 2 97.4 199 Storm Drain: ST1, STA 3+50 2.0 112.9 14.0 2 96.2 200 Storm Drain: ST1, STA 3+50 1.0 113.0 13.8 2 96.2 201 Storm Drain: ST1, STA 4+50 6.0 104.8 17.7 5 98.6 202 Storm Drain: ST1, STA 4+50 5.0 106.0 17.5 5 99.7 203 Storm Drain: ST1, STA 4+50 4.0 104.4 18.6 5 98.2 204 Storm Drain: ST1, STA 4+50 3.0 112.8 14.0 2 96.1 205 Storm Drain: ST1, STA 4+50 2.0 111.9 13.2 2 95.3 206 Storm Drain: ST1, STA 4+50 1.0 114.5 12.8 2 97.5 207 02-13-16 Storm Drain: ST1, STA 5+00 6.0 114.8 13.1 2 97.8 208 Storm Drain: ST1, STA 5+00 5.0 116.2 11.1 2 99.0 209 Storm Drain: ST1, STA 5+00 4.0 115.0 12.6 2 98.0 210 Storm Drain: ST1, STA 5+00 3.0 114.8 11.0 2 97.8 211 Storm Drain: ST1, STA 5+00 2.0 116.2 10.8 2 99.0 212 Storm Drain: ST1, STA 5+00 1.0 114.4 132. 2 97.4 213 Sanitary Line 1: STA 14+75 3.0 108.0 17.9 3 96.2 214 Sanitary Line 1: STA 14+75 2.0 110.1 18.1 3 98.0 215 Sanitary Line 1: STA 14+75 1.0 110.0 18.0 3 97.9 216 Sanitary Line 1: STA 14+75 0.0 110.0 15.1 3 98.0 217 Sanitary Line 1: STA 15+75 2.0 108.5 18.8 3 96.6 218 Sanitary Line 1: STA 15+75 1.0 110.1 17.6 3 98.0 219 Sanitary Line 1: STA 15+75 0.0 110.0 17.8 3 97.9 Comments: Where tested, materials were in compliance with project specifications. REPORT NO. 18 REPORT DATE: 02-24-16 REG PROJECT NO. 20922 PAGE: 2 of 2 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 Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, CMT BW/sp