HomeMy WebLinkAbout72927_9137_103-den-may07
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. 103
REPORT DATE: 05-13-24
REG PROJECT NO. 25298
TECHNICIAN: P. Butler
PAGE: 1 of 1
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture, %
Maximum
Density, PCF
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 (%)
1445 05-07-24 Sanitary Line A MHP: STA
21+18.75 N
5.0 2.0 99.4 21.8 2 95.8
1446 Sanitary Line A MHP: STA
21+18.75 E
4.0 2.0 98.7 22.5 2 95.1
1447 Sanitary Line A MHP: STA
21+18.75 S
3.0 2.5 99.6 23.4 2 96.0
1448 Sanitary Line A MHP: STA
21+18.75 W
2.0 2.0 99.0 23.1 2 95.4
1449 Sanitary Line A MHP: STA
21+18.75 N
1.0 2.5 99.9 22.0 2 96.3
1450 Sanitary Line A MHP: STA
21+18.75 E
0.0 2.75 100.4 21.4 2 96.8
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