HomeMy WebLinkAbout73331_9327_150-den-aug07
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. 150
REPORT DATE: 08-19-24
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 (%)
1613 08-07-24 Slab leave-out: A.3-1.6 0.0 3.0 99.3 21.3 2 95.6
1614 Slab leave-out: A.3-3.3 0.0 3.25 99.5 20.1 2 95.8
1615 Slab leave-out: A.3-4.2 0.0 3.5 102.4 21.3 2 98.6
1616 Slab leave-out: A.3-4.4 0.0 3.5 99.8 18.4 2 96.1
1617 Slab leave-out: A.5-5.1 0.0 3.25 101.5 18.3 2 97.7
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