HomeMy WebLinkAbout658949_40252_176-den-dec05
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. 176
REPORT DATE: 12-12-24
REG PROJECT NO. 25298
TECHNICIAN: C. Damron
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
3 D-698 Reddish brown sandy clay (lime-treated) 22.0 98.2
4 D-698 Brown sandy clay (lime-treated) 23.3 96.4
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Pocket
Pen
(tsf)
Field
Density
(pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
1676 12-05-24 Paving Repair: 166’N,
38’E(1)
0.0 N/A 93.0 24.2 4 96.5
1677 Paving Repair: 38’N,
25’W(1)
0.0 N/A 94.6 23.7 4 98.1
1678 Paving Repair: 40’S,
0’W(2)
0.0 N/A 92.7 24.6 4 96.2
1679 Slab Repair: N.3-1.3(2) 0.0 N/A 96.0 22.9 3 97.8
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from SE building corner.
(2) Measurements referenced from SW building corner.
E-Mail
Distribution: (2) ARCO/Murray/
Mr. Chase Killingsworth
Mr. Brice Jones
(2) Pritchard Associates/
Mr. Taylor Wildman
Mr. Azra Spahalic
(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/sd