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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. 138
REPORT DATE: 08-08-24
REG PROJECT NO. 25298
TECHNICIAN: A. Chavez
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
3 D-698 Reddish brown sandy clay (lime-treated) 22.0 98.2
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Pocket
Pen
(tsf)
Field
Density
(pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
1579 07-25-24 Fire Lane: 120’S, 30’E(1) 0.0 4.5 97.1 23.9 3 98.9
1580 Fire Lane: 360’S, 30’E(1) 0.0 4.5 96.8 24.9 3 98.6
1581 Fire Lane: 570’S, 30’E(1) 0.0 4.5 96.6 25.9 3 98.4
1582 Fire Lane: 125’S, 50’E(1) 0.0 2.5 102.1 20.8 1 96.5
1583 Fire Lane: 360’S, 15’E(1) 0.0 2.25 101.7 19.9 1 96.1
1584 Fire Lane: 580’S, 15’E(1) 0.0 4.25 105.3 19.7 1 99.5
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from NE corner of Building A.
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/sp