DCT Fellowship- LR160405
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. 54
REPORT DATE: 04-05-16
REG PROJECT NO. 20922
TECHNICIAN: A. Chavez
PAGE: 1 of 1
CONTRACTOR: FCL Builders Texas
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture, %
Maximum
Density, PCF
1 D-698 Dark brown clay 22.1 98.9
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
4 D-698 Yellowish brown sandy clay 16.6 109.7
5 D-698 Dark brown & reddish brown clay 17.4 106.3
6 D-698 Brown sandy clay w/trace gray & red clay 14.0 113.6
7 D-698 Dark brown clay (lime-treated) 20.0 100.8
8 D-698 Reddish brown sandy clay (lime-treated) 18.5 102.0
9 D-698 Dark brown & brown clay w/limestone 19.0 103.7
10 D-698 Dark brown clay (lime-treated) 26.4 90.3
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
292 03-25-16 Approach: 12’S, 5’W(1) 0.0 103.1 18.3 8 101.1
293 Approach: 22’S, 8’W(1) 0.0 102.5 18.3 8 100.5
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from NE 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
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F-3114
Bill Woolwine
Sr. Manager, CMT
BW/mg