200_WF_Soil_Report.pdf
PDF 924 KB Posted
- Attached to
- 200TH WEATHER FLIGHT O&T FACILITY
- Solicitation number
- W912LQ-17-B-3001
About this file
AMENDMENT----SF 30 AND 2 ATTACHED DOCUMENTS; Attached is the SF 30, soil report, and revised waterline drawings. All RFI's questions/answers are located in this document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Revised_Waterline_Drawing_Sheets.pdf | ||
| W912LQ-17-B-3001-0002.pdf | ||
| FBO_MFR_for_SF30_Issuance_on_10_Aug.pdf | ||
| RFI_Responses_1-17_(no_8_or_part_of_3)_FINAL.docx | DOCX document | |
| RFI_18_Response.docx | DOCX document | |
| RFI_Responses_1-17_(no_10).docx | DOCX document | |
| FBO_MFR_for_mail_in_address.pdf | ||
| FBO_MFR_for_RFI_5.pdf | ||
| Site_Visit_Minutes.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1592 Penniman Road, Suite E Williamsburg, Virginia 23185 Phone: (757)-564-6452 Fax: (757)-564-6453 info@getsolutionsinc.com
October 23, 2015
TO: Guernsey Tingle Architects
4350 New Town Avenue Suite 101 Williamsburg, Virginia 23188
Attn: Mr. Michael Creasy
RE: Report of Subsurface Investigation and Geotechnical Engineering Services 200th Weather Flight O & T Facility Mullins Armory – Beulah Road Sandston, Virginia G E T Project No: WM15-167G
Dear Mr. Creasy:
In compliance with your instructions, we have completed our Subsurface Investigation and Geotechnical Engineering Services for the above referenced project. The results of this study, together with our recommendations, are presented in this report.
Often, because of design and construction details that occur on a project, questions arise concerning subsurface conditions. G E T Solutions, Inc. would be pleased to continue its role as Geotechnical Engineer during the project implementation.
We appreciate the opportunity to work with you on this project. We trust that the information contained herein meets your immediate need, and should you have any questions or if we could be of further assistance, please do not hesitate to contact us.
Respectfully Submitted, G E T Solutions, Inc.
James R. Wheeler Project Geologist
Bruce R. Spiro, P.E.
Principal Engineer VA Lic. # 015791
Copies: (1) Client g
Tested By: A. Kotyk Checked By: J. Wheeler
MOISTURE DENSITY RELATIONSHIP (PROCTOR CURVE)
D ry d en si ty , p cf
Water content, %
10 11.5 13 14.5 16 17.5 19
14.5%, 105.3 pcf
ZAV for Sp.G. = 2.70
Test specification: ASTM D 698-07 Method A Standard
1-2 ft. CL A-4 17 Estimated
2.6 26 8 0 86
Brown, Lean CLAY (CL) with few Sand & trace organics
WM15-167G Guernsey Tingle Architects
CBR #1
Sample Obtained: 10/8/2015 Sample Tested: 10/9/2015
Elev/ Classification Nat.
Sp.G. LL PI
Depth USCS AASHTO Moist. #4 No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No. Client: Remarks:
Project:
Location: See Attached Boring Location Plan Sample Number: CBR #1 GET Solutions, Inc.
Williamsburg, VA Figure
Maximum dry density = 105.3 pcf
Optimum moisture = 14.5 %
200th Weather Flight O & T Facility
BEARING RATIO TEST REPORT
ASTM D 1883-07
BEARING RATIO TEST REPORT
GET Solutions, Inc.
Project No: WM15-167G
Project: 200th Weather Flight O & T Facility
Location: See Attached Boring Location Plan
Sample Number: CBR #1 Depth: 1-2 ft.
Date: 10/8/2015
Brown, Lean CLAY (CL) with few Sand & trace organics
Test Description/Remarks:
CBR #1
Sample Obtained: 10/8/2015 Sample Tested: 10/9/2015 Resiliency Factor = 2.0
Figure 1a
105.3 14.5 26 8CL
Material Description
USCS
Max.
Dens.
(pcf)
Optimum Moisture
LL PI
Molded Density
(pcf) Percent of Max. Dens.
Moisture
Soaked Density
(pcf) Percent of Max. Dens.
Moisture
CBR (%)
0.10 in. 0.20 in.
Linearity Correction
(in.)
Surcharge (lbs.)
Max.
Swell
1 105.3 100 14.0 104.7 99.5 20.8 8.1 8.0 0.015 10 0.6
Pe ne tr at io n
R es is ta nc e
(p si
Penetration Depth (in.)
0 0.1 0.2 0.3 0.4 0.5
File details come from the government source that posted it. Updated .