The Effect Of Aggregate Angularity On Base Course Performance

Bayer, John J, II; Vanoo, Vincent. C

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

The Effect Of Aggregate Angularity On Base Course Performance

2001-09-01
By Bayer, John J, II ; Vanoo, Vincent. C

[PDF-685.93 KB]

English

Details You May Also Like

Details:

Creators:

Bayer, John J, II ; Vanoo, Vincent. C

Bayer, John J, II ; Vanoo, Vincent. C Less -
Subject/TRT Terms:

[+]

Aggregate Gradation Angularity Base Course (Pavements) Literature Reviews Modulus Of Resilience Particle Index Vermont
Resource Type:

Tech Report
Geographical Coverage:

Vermont
Corporate Publisher:

US Army Corps of Engineers. Cold Regions Research and Engineering Laboratory (U.S.)
Abstract:

The Vermont Agency of Transportation (VAOT) conducted a two-phase study to quantify the resilient modulus and strength characteristics of its subbase material. In Phase 1, a literature review was done to determine the various methods available for indexing the shape, texture, and angularity of coarse aggregates. In the second phase, described in this report, a study was conducted to relate particle index to the mechanical resilient and shear properties of base course materials. The particle index as modified by the Michigan Department of Transportation used the complete gradation and was a good indicator of the crushed (angular) content of a given base course gradation. The particle index test also may be used to indicate resilient and shear properties of base course aggregate gradation.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:4143da244c0961a176719d8bfc4f88dce9997c6ea158d16437d2a10fffb9a426
Download URL:

https://rosap.ntl.bts.gov/view/dot/14636/dot_14636_DS1.pdf
File Type:

No Additional Files

More +

The Effect Of Aggregate Angularity On Base Course Performance

Details:

Supporting Files

You May Also Like