My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2000 TOWER ST INDEX HALL 2023-12-29
>
Address Records
>
TOWER ST
>
2000
>
INDEX HALL
>
2000 TOWER ST INDEX HALL 2023-12-29
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/29/2023 9:15:26 AM
Creation date
12/1/2023 1:34:09 PM
Metadata
Fields
Template:
Address Document
Street Name
TOWER ST
Street Number
2000
Tenant Name
INDEX HALL
Notes
LAWN
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
147
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
APPENDIX A <br />FIELD EXPLORATION PROCEDURES AND LOGS <br />PROJECT NO. 21-0101 <br />The following paragraphs describe the procedures used for field explorations and field tests that <br />MPE conducted forth is project. Descriptive logs of our explorations are enclosed in this appendix. <br />HAND BORING PROCEDURES <br />Our exploratory hand borings were excavated with a hand auger operated by a geotechnical <br />engineer. A geotechnical engineer from our firm continuously observed the hand boring <br />excavations, logged the subsurface conditions, and obtained representative soil samples. All <br />samples were stored in watertight containers and later transported to a laboratory for further <br />visual examination and testing. After we logged each hand boring, the geotechnical engineer <br />backfilled it in lifts and compacted each lift to a firm or firm and unyielding condition. The <br />enclosed Hand Boring Logs indicate the vertical sequence of soils and materials encountered in <br />each hand boring, based primarily on our field classifications and supported by subsequent <br />laboratory examination and testing. Where a soil contact was observed to be gradational or <br />undulating, our logs indicate the average contact depth. We estimated the relative density and <br />consistency of the in situ soils by means of the excavation characteristics and the stability of the <br />hand boring sidewalls. Our logs also indicate the approximate depths of any sidewall roving or <br />groundwater seepage observed in the hand borings, as well as all sample numbers and sampling <br />locations. <br />
The URL can be used to link to this page
Your browser does not support the video tag.