My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Res. #15-036 - Approving Plans & Specs. & Ordering Ad. For Bids
Centerville
>
City Council
>
Resolutions
>
2000-2023
>
2015
>
Res. #15-036 - Approving Plans & Specs. & Ordering Ad. For Bids
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/10/2015 9:10:24 AM
Creation date
11/10/2015 9:47:22 AM
Metadata
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
225
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
BRAUN"' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-26 <br /> Geotechnical Evaluation L-OCA770N: See attach sketch. <br /> 2009 Street&Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: 1 Chcrmak METHOD: 3 1/4"liSA,Auiohmr DATE: 10/29/07 SCALL-: 1"=4- <br /> Depth <br /> feet ASTM Description of Materials BPF WL• Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> PAV 4 1/2"Bituminous over 9"Aggregate Base. <br /> 1.1 <br /> FILL FILL•: Clayey Sand,with Silty Sand mix,trace of Gravel,dark <br /> gray,moist <br /> 8 <br /> G <br /> y <br /> 6.0 <br /> o END OF BORING. <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> ground <br /> Water not observed to cave-in depth of 4 feet immediately after <br /> ° withdrawal of auger. <br /> K Boring then backfilled. <br /> d <br /> s <br /> N <br /> O_ <br /> O <br /> G <br /> C <br /> >C <br /> N <br /> Q <br /> Y <br /> r <br /> u <br /> m <br /> b <br /> t; <br /> O <br /> 0. <br /> N <br /> 0 <br /> O <br /> .p7 <br /> yU_ <br /> 6z <br /> K <br /> 5P-07-03738 Braun Intent Corporation ST-26 page l of I <br />
The URL can be used to link to this page
Your browser does not support the video tag.