My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3003 W CASINO RD BLDG 40-56 Geotech Report 2018-01-02 MF Import
>
Address Records
>
W CASINO RD
>
3003
>
BLDG 40-56
>
Geotech Report
>
3003 W CASINO RD BLDG 40-56 Geotech Report 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 11:17:33 AM
Creation date
1/26/2017 12:02:02 PM
Metadata
Fields
Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-56
Address Document Type
Geotech Report
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
95
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
mixture of sandy silt, wood fragments and organic silt. Laboratory tests showed organic matter <br />contents of less than 1 I percent (see Table B-5 in Appendix B). However, visual examination <br />of materials encountered during the drilling process indicated some zones of higher organic <br />content, including occasional 3-foot thick pockets where more than 50 percent organic materials <br />were estimated. The majority of these materials was loose except in Boring B-4 where the organic <br />soil was medium dense. Construction debris such as pieces of concrete and asphalt pavement were <br />encountered in the upper portion of the fill. Mix of soils and organic matters like logs, twig and <br />pine needles were generally found in the middle to portion of the fill. <br />Lou of drill mud in the amount of 5 to 25 gallons occurred in all of the 5 borinp drilled with <br />mud rotary drilling technique (Boring 112-91, 113-91, 114-91, BS-91 and 87-91). In general, the <br />loss occurred near loose soils or debris (like tree lop and branches). The loss could be indicative <br />of voids in the fill. A void was found in Boring B-4-414 of the previous investigation. The void <br />was at a depth of 53 feet. The boring also exhibited caving from approximately 20 to 45 feet <br />during drilling. Mud drilling technique was also used in that particular exploration. <br />Caisson installation records for the 1989 expansion (at the northwest corner of the existing <br />building) indicate difficulties due to sloughing and caving of holes. Old trench baekfill, concrete <br />pipes (some groated), boulders and high percentage of wood fragments were encountered during <br />construction. Steel pipe casing was used during construction of the caissons to support the hole. <br />Some analytical testa were conducted to evaluate the corrosion potential of the subsoils. The <br />tests included resistivity and PH determinations. Based on published literature the bat results <br />indicate moderately low corrosivity conditions. <br />The glacial soils beneath the fill materials include glacial till and outwesh. The former is a <br />silty fine to coarse and and the latter is a and or gravel. These glacial deposits are very dense. <br />The outwash soils are sally found below till, however, the latter is thin or absent in the north <br />central area of the. expansion close to the once bottom of the ravines. in some borings the till was <br />somewhat weathered in the upper 2 to 4 feet. <br />ar005.00695. 016\acoa0700.oW <br />00695.509.016 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.