HomeMy WebLinkAbout72818_9081_75-den-apr04 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. 75
REPORT DATE: 04-12-24
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 (%)
1288 04-04-24 Plumbing Line: H-1.5 2.0 2.75 102.2 21.9 1 96.6
1289 Plumbing Line: H-1.5 1.0 3.0 102.6 20.0 1 97.0
1290 Plumbing Line: H-3.5 2.0 2.5 101.4 20.6 1 95.9
1291 Plumbing Line: H-3.5 1.0 2.5 101.9 21.3 1 96.4
1292 Plumbing Line: H-5.5 2.0 3.0 102.8 19.6 1 97.2
1293 Plumbing Line: H-5.5 1.0 2.5 101.8 21.8 1 96.3
1294 Plumbing Line: H-5.5 0.0 N/A 96.2 24.1 3 98.0
1295 Plumbing Line: H-3.5 0.0 N/A 95.8 23.7 3 97.6
1296 Plumbing Line: H-1.5 0.0 N/A 96.3 24.4 3 98.1
1297 Water Line A: STA 15+00 4.0 2.25 101.3 21.0 1 95.8
1298 Water Line A: STA 15+01 3.0 2.0 100.5 22.5 1 95.0
1299 Water Line A: STA 15+02 2.0 2.5 101.7 19.7 1 96.2
1300 Water Line A: STA 15+03 1.0 2.5 101.2 19.5 1 95.7
1301 Water Line A: STA 15+04 0.0 2.0 100.6 22.3 1 95.1
1302 04-05-24 Sanitary Line A MH: STA
8+60.34 N
5.0 2.5 101.1 22.0 1 95.6
1303 Sanitary Line A MH: STA
8+60.34 S
4.0 2.5 101.5 21.3 1 96.0
1304 Sanitary Line A MH: STA
8+60.34 E
3.0 3.75 103.8 19.2 1 98.2
1305 Sanitary Line A MH: STA
8+60.34 W
2.0 3.0 102.7 21.5 1 97.1
1306 Sanitary Line A MH: STA
8+60.34 N
1.0 4.0 104.2 19.3 1 98.5
REPORT NO. 75
REPORT DATE: 04-12-24
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 (%)
1307 04-05-24 Sanitary Line A MH: STA
8+60.34 S
0.0 4.0 104.3 19.6 1 98.6
1308 Storm Inlet: STA 1+30 3.0 3.0 102.7 21.8 1 97.1
1309 Storm Inlet: STA 1+31 2.0 2.5 101.6 22.1 1 96.0
1310 Storm Inlet: STA 1+31 1.0 2.75 101.8 20.7 1 96.3
1311 Storm Inlet: STA 1+30 0.0 2.5 101.4 21.0 1 95.9
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