My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Addendums to drawings/specs
Orono
>
Property Files
>
Street Address
>
O
>
Old Crystal Bay Road North
>
1025 Old Crystal Bay Road North - No PID
>
Misc
>
Addendums to drawings/specs
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/15/2023 7:19:49 AM
Creation date
3/15/2018 1:44:12 PM
Metadata
Fields
ProcessedPID
True
Tags
No PIN
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.
/
207
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
2. In the event that specified density for any definable area has not been obtained as <br /> determined by test, densities up to 5 percent below specified value will be accepted, <br /> but at a reduced price as indicated below. The reduced price shall be based on the <br /> following: <br /> Pay Factor <br /> Field Density (percent of unit price as deter- <br /> (percent below Specified Minimum) mined from contract breakdown) <br /> 0% 100% <br /> 0 to 1% 98% <br /> 1 to 2% 95% <br /> 2to3% 90% <br /> 3 to 4% 85% <br /> 4 to 5% 75% <br /> 3. In the event that density as determined by test for any definable area is more than five <br /> percent below specified value,the bituminous course shall be removed and replaced. <br /> 4. Where the average thickness of the bituminous section as determined by core samples <br /> is less than but not more than 1/2" less than the design thickness,the bituminous <br /> section may be accepted,but at a reduced price that is directly proportional to the <br /> installed thickness as compared to the design thickness. Where the average thickness <br /> is more than 1/2"less than the design thickness,the bituminous course shall be <br /> removed and at the Contractor's expense. The Architect/Engineer shall establish the <br /> limits of pavement replacement. <br /> E. Extraction,gradation of inplace bituminous. <br /> 1. For each 500 tons of bituminous,test for A.C.content and gradation conformance to <br /> the job mix formula. Testing to be done per ASTM D2172. In all situations,take at <br /> least one test. <br /> END OF SECTION <br /> ADDENDUM#1 <br /> 1607.001 - ORONO ICE ARENA(CP-2) Page 02500-5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.