HomeMy WebLinkAbout654573_38780_147-den-aug08
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. 147
REPORT DATE: 08-15-24
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 (%)
1608 08-08-24 Slab leave-out: A.3-5.9 0.0 3.25 99.8 19.4 2 96.1
1609 Slab leave-out: B.2-5.9 0.0 3.5 100.3 18.3 2 96.6
1610 Slab leave-out: M.4-5.9 2.0 3.0 99.4 17.5 2 95.7
1611 Slab leave-out: L.4-5.9 3.0 3.25 99.2 21.3 2 95.5
1612 Slab leave-out: G.3-5.9 4.0 3.5 99.7 21.4 2 96.0
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