HomeMy WebLinkAbout72818_9076_74-den-apr02 field test report 3642 euless grapvine
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. 74
REPORT DATE: 04-10-24
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
3 D-698 Reddish brown sandy clay (lime-treated) 22.0 98.2
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Pocket
Pen
(tsf)
Field
Density
(pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
1271 04-02-24 Plumbing Line: P.5-3 2.0 2.5 101.9 20.2 1 96.4
1272 Plumbing Line: P.5-3.8 1.0 2.5 101.4 21.6 1 95.9
1273 Plumbing Line: P.5-5.4 1.0 3.0 102.6 19.7 1 97.0
1274 Plumbing Line: N-1.5 2.0 2.5 101.1 21.8 1 95.6
1275 Plumbing Line: N-1.8 1.0 2.75 101.5 21.1 1 96.0
1276 Plumbing Line: N.2-2.1 0.0 N/A 95.5 23.4 3 97.3
1277 Plumbing Line: P.5-4.2 0.0 N/A 93.9 24.0 3 95.6
1278 Plumbing Line: P.5-5.5 0.0 N/A 94.5 24.4 3 96.3
1279 04-03-24 Sanitary Line A MH:
STA 8+60 N
14.0 2.75 102.2 21.0 1 96.6
1280 Sanitary Line A MH:
STA 8+60 S
13.0 2.5 101.4 20.6 1 95.9
1281 Sanitary Line A MH:
STA 8+60 E
12.0 3.0 102.8 20.1 1 97.2
1282 Sanitary Line A MH:
STA 8+60 W
11.0 3.5 103.7 19.4 1 98.1
1283 Sanitary Line A MH:
STA 8+60 N
10.0 3.5 103.4 19.8 1 97.8
1284 Sanitary Line A MH:
STA 8+60 S
9.0 3.0 102.6 20.1 1 97.0
1285 Sanitary Line A MH:
STA 8+60 E
8.0 2.5 101.7 21.4 1 96.2
1286 Sanitary Line A MH:
STA 8+60 W
7.0 3.25 103.0 20.6 1 97.4
1287 Sanitary Line A MH:
STA 8+60 N
6.0 3.75 104.0 20.0 1 98.3
Comments: Where tested, materials were in compliance with project specifications.
REPORT NO. 74
REPORT DATE: 04-10-24
REG PROJECT NO. 25298
PAGE: 2 of 2
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