HomeMy WebLinkAbout73358_9340_155-den-aug14
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. 155
REPORT DATE: 08-23-24
REG PROJECT NO. 25298
TECHNICIAN: B. Reed
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 (%)
1643 08-14-24 Slab leave-out: J.3-1.2 0.0 3.25 99.8 19.2 2 96.2
1644 Slab leave-out: K.2-1.2 0.0 3.5 101.3 18.5 2 97.5
1645 Slab leave-out: L.4-1.2 0.0 3.25 99.2 20.4 2 95.5
1646 Slab leave-out: C.8-1.2 0.0 3.5 98.7 20.7 2 95.0
1647 Slab leave-out: M.2-1.2 0.0 3.25 99.3 19.4 2 95.6
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/sp