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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. 84
REPORT DATE: 04-23-24
REG PROJECT NO. 25298
TECHNICIAN: P. Butler
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 (%)
1369 04-18-24 Sanitary Line A: STA 13+50 3.0 2.75 102.4 21.0 1 96.8
1370 Sanitary Line A: STA 13+51 2.0 3.5 103.5 19.6 1 97.9
1371 Sanitary Line A: STA 13+52 1.0 3.75 103.7 19.2 1 98.1
1372 Sanitary Line A: STA 13+53 0.0 3.0 102.6 20.1 1 97.0
1373 Sanitary Line A: STA 15+00 19.0 2.75 102.2 22.3 1 96.6
1374 Sanitary Line A: STA 15+01 18.0 2.5 99.4 23.2 2 95.8
1375 Sanitary Line A: STA 15+02 17.0 3.0 100.7 20.6 2 97.1
1376 Sanitary Line A: STA 15+03 16.0 3.75 101.7 21.1 2 98.0
1377 Sanitary Line A: STA 15+04 15.0 2.75 100.1 22.0 2 96.5
1378 Sanitary Line A: STA 15+05 14.0 2.5 101.6 22.6 1 96.1
1379 Sanitary Line A: STA 15+06 13.0 2.5 101.0 23.1 1 95.5
1380 Sanitary Line A: STA 15+07 12.0 3.25 103.2 19.8 1 97.6
Comments: Where tested, materials were in compliance with project specifications.
E-Mail
Distribution: (2) ARCO/Murray/
Mr. Chase Killingsworth
Mr. Brice Jones
(1) Pritchard Associates/
Mr. Taylor Wildman
(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