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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. 101
REPORT DATE: 05-07-24
REG PROJECT NO. 25298
TECHNICIAN: P. Butler
PAGE: 1 of 2
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 (%)
1431 04-30-24 Sanitary Line A: STA
18+31.64 N
6.0 3.0 103.8 20.1 1 98.2
1432 Sanitary Line A: STA
18+31.64 S
5.0 3.0 102.6 20.8 1 97.0
1433 Sanitary Line A: STA
18+31.64 N
4.0 3.25 103.2 21.1 1 97.6
1434 Sanitary Line A: STA
18+31.64 E
3.0 4.0 104.2 19.3 1 98.5
1435 Sanitary Line A: STA
18+31.64 S
2.0 3.5 103.5 20.6 1 97.9
1436 Sanitary Line A: STA
18+31.64 W
1.0 2.5 102.4 22.2 1 96.8
1437 Sanitary Line A: STA
18+31.64 N
0.0 2.75 102.8 21.4 1 97.2
Comments: Where tested, materials were in compliance with project specifications.
REPORT NO. 101
REPORT DATE: 05-07-24
REG PROJECT NO. 25298
PAGE: 2 of 2
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/mg