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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. 83
REPORT DATE: 04-23-24
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 (%)
1346 04-16-24 Sanitary Line A: STA
10+50
6.0 2.75 101.9 22.0 1 96.4
1347 Sanitary Line A: STA
10+55
5.0. 3.75 103.5 19.3 1 97.9
1348 Sanitary Line A: STA
10+60
4.0 3.5 102.2 19.7 1 96.7
1349 Sanitary Line A: STA
10+62
3.0 3.5 102.9 19.2 97.3
1350 Sanitary Line A: STA
10+63
2.0 2.75 101.6 21.6 1 96.1
1351 Sanitary Line A: STA
10+64
1.0 4.0 103.6 20.0 1 98.0
1352 Sanitary Line A: STA 1+65 0.0 4.0 103.1 20.3 1 97.5
1353 04-17-24 Sanitary Line A: STA
11+84.15 N
15.0 3.0 102.6 20.2 1 97.0
1354 Sanitary Line A:
STA 11+84.15 S
14.0 3.75 104.0 19.5 1 98.3
1355 Sanitary Line A:
STA 11+84.15 E
13.0 2.5 101.6 20.6 1 96.1
1356 Sanitary Line A:
STA 11+84.15 W
12.0 2.5 101.2 20.3 1 95.7
1357 Sanitary Line A:
STA 11+84.15 N
11.0 2.0 100.5 22.7 1 95.0
1358 Sanitary Line A:
STA 11+84.15 S
10.0 2.5 101.7 21.6 1 96.2
1359 Sanitary Line A:
STA 11+84.15 E
9.0 2.25 101.0 22.4 1 95.5
REPORT NO. 83
REPORT DATE: 04-23-24
REG PROJECT NO. 25298
PAGE: 2 of 2
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Pocket
Pen
(tsf)
Field
Density
(pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
1360 04-17-24 Sanitary Line A:
STA 11+84.15 W
8.0 2.5 101.3 21.9 1 95.8
1361 Sanitary Line A:
STA 11+84.15 N
7.0 2.75 102.3 19.7 1 96.7
1362 Sanitary Line A:
STA 11+84.15 S
6.0 2.5 101.5 21.6 1 96.0
1363 Sanitary Line A:
STA 11+84.15 E
5.0 2.25 100.8 22.5 1 95.3
1364 Sanitary Line A:
STA 11+84.15 W
4.0 3.0 102.8 19.9 1 97.2
1365 Sanitary Line A:
STA 11+84.15 N
3.0 3.25 102.5 20.3 1 96.9
1366 Sanitary Line A:
STA 11+84.15 S
2.0 3.5 103.3 19.6 1 97.7
1367 Sanitary Line A:
STA 11+84.15 E
1.0 2.75 101.9 21.4 1 96.4
1368 Sanitary Line A:
STA 11+84.15 W
0.0 4.0 103.6 19.2 1 98.0
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