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2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REPORT OF FIELD DENSITY TESTS
Grapevine Building A
3642 Euless-Grapevine Road
Grapevine, Texas
REPORTED TO: ARCO/Murray
4925 Greenville Ave., Suite 915
Dallas, Texas 75206
ATTN: Mr. Chase Killingsworth
REPORT NO. 123
REPORT DATE: 07-15-24
REG PROJECT NO. 25298
TECHNICIAN: D. Brown
PAGE: 1 of 1
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture, %
Maximum
Density, PCF
1 D-698 Brown & reddish brown sandy clay 18.2 105.8
2 D-698 Reddish brown clay w/gray clay & sand 19.4 103.8
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Pocket
Pen
(tsf)
Field
Density
(pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
1554 07-08-24 Trench Line 1: B.7 0.0 N/A 100.8 21.9 1 95.2
1555 Trench Line 1: C.2 0.0 N/A 101.3 21.3 1 95.7
1556 Trench Line 1: C.7 0.0 N/A 101.1 21.6 1 95.5
1557 Trench Line 1: D.4 0.0 N/A 101.8 20.8 1 96.2
1558 Trench Line 1: D.8 0.0 N/A 101.5 21.0 1 95.9
Comments: Where tested, materials were in compliance with project specifications.
E-Mail
Distribution: (2) ARCO/Murray/
Mr. Chase Killingsworth
Mr. Brice Jones
(2) Pritchard Associates/
Mr. Taylor Wildman
Mr. Azra Spahalic
(4) City of Grapevine/
Mr. Daniel Steinshouer
Mr. Phillip Sedivy
Mr. Israel Lozano/
Mrs. Kelly Taft
(2) DFW West Logistics One. LLC/
Mr. Bunker Curnes
Mr. Tom Curnes
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F-3114
Bill Woolwine
Sr. Manager, CMT
BW/mg