My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
1980-06-30 Special Called Meeting
LaPorte
>
.Minutes
>
City Council
>
1980's
>
1980
>
1980-06-30 Special Called Meeting
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/2/2016 12:06:55 PM
Creation date
7/31/2025 10:35:33 AM
Metadata
Fields
Template:
City Meetings
Meeting Body
City Council
Meeting Doc Type
Minutes
Date
6/30/1980
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
65
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).
Show annotations
View images
View plain text
• <br />The percent of wear, as determined by Test Method Tex-~+10-A, for <br />each of the materials shall not exceed 3S percent. <br />• The percent of wear, on natural limestone rock asphalt aggregate <br />' as determined by Test Method Tex-410-A shall be made on that por- <br />tion of the material retained on the No. 4 sieve, having a naturally <br />impregnated asphalt content of less than 1 percent. <br />Crushed gravel shall have a minimum of 8S percent of the particles <br />retained on the No. 4 sieve with at least one crushed face, as <br />determined by Test Method Tex-413-A. <br />The precoat material shall meet the requirements for "Precoat riat- <br />erials" as specified in the Item, "Asphalts, Oils and Emulsions". <br />The flux oil shall meet the requirements for "Flux Oil" as specified <br />in the Item, "Asphalts, Oils and Emulsions". <br />Types. The various types of precoated aggregates are identified as <br />follows: <br />Type PA. Type PA shall be precoated aggregate consisting of <br />gravel, crushed slag, crushed stone or natural limestone rock asphalt. <br />Type PB. Type PB shall be precoated aggregate consisting of <br />crushed gravel, crushed slag, crushed stone or natural limestone rock <br />asphalt. <br />Type PC. Type PC shall be precoated aggregate consisting of <br />• gravel, crushed slag or crushed stone. <br />Type PD. Type PD shall be precoated aggregatf_ consisting of <br />crushed gravel, crushed slag or crushed stone.' <br />Type PE. Type PE shall be precoated aggregate consisting of <br />natural limestone rock asphalt. <br />Grades. When tested by Test Method Tex-200-F, Part 1, the gradation <br />requirements for the several grades of aggregate shall be as follows: <br />Percent by Weight <br />Grade 1: Retained on 1" sieve. p <br />Retained on 7/8" sieve. 0_2 <br />~ ~ ~ <br />Retained on 3/4" sieve. ?_0-35 <br />~ <br />Retained on S/8" sieve. .85-100 <br />~ ~ <br />Retained on 3/8" sieve. .95-100 <br />Retained on No. 10 sieve. .99-100 <br />Grade 2: Retained on 7/8" sieve. 0 <br />~ ~ ~ ~ ~ ~ <br />Retained on 3/4" sieve. ;j_2 <br />~ ~ <br />Petained on S/8" sieve. ?_0-35 <br />~ <br />Retained on 1/2" sieve. .85-100 <br />~ ~ ~ <br />Retained on 3/8" sieve. .9S-L00 <br />• Retained on No. 10 sieve. .99-100 <br />Grade 3: Retained on 3/4" sieve. 0 <br />Retained on S/8" sieve. 0-5 <br /> ~ 24) <br />
The URL can be used to link to this page
Your browser does not support the video tag.