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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. 90
REPORT DATE: 04-24-24
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 (%)
1381 04-19-24 Sanitary Line A: STA 15+10 11.0 3.75 103.6 20.1 1 98.0
1382 Sanitary Line A: STA 15+11 10.0 4.0 104.0 19.2 1 98.3
1383 Sanitary Line A: STA 15+12 9.0 3.0 102.6 21.3 1 97.0
1384 Sanitary Line A: STA 15+13 8.0 2.75 102.2 21.8 1 96.6
1385 Sanitary Line A: STA 15+14 7.0 3.25 103.1 19.5 1 97.5
1386 Sanitary Line A: STA 15+15 6.0 3.0 102.7 20.7 1 97.1
1387 Sanitary Line A: STA 15+16 5.0 2.5 101.3 22.0 1 95.8
1388 Sanitary Line A: STA 15+17 4.0 2.5 101.5 21.6 1 96.0
1389 Sanitary Line A: STA 15+18 3.0 2.75 102.2 21.0 1 96.6
1390 Sanitary Line A: STA 15+19 2.0 3.0 102.8 19.8 1 97.2
1391 Sanitary Line A: STA 15+20 1.0 3.75 103.3 19.3 1 97.7
1392 Sanitary Line A: STA 15+21 0.0 4.0 103.7 19.9 1 98.1
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