Three projects using 4.75 mm. superpave HMA on Route1A, Route 2A, & Route 27.

Thompson, Bill; Maine. Dept. of Transportation. Transportation Research Division

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

Three projects using 4.75 mm. superpave HMA on Route1A, Route 2A, & Route 27.

2012-04-01
By Thompson, Bill

[PDF-718.77 KB]

English

Details You May Also Like

Details:

Creators:

Thompson, Bill
Corporate Creators:

Maine. Dept. of Transportation. Transportation Research Division
Subject/TRT Terms:

[+]

Hot Mix Paving Mixtures Mix Design Overlays (Pavements) Pavement Distress Reflection Cracking Rutting Superpave
Resource Type:

Tech Report
Geographical Coverage:

Maine
Corporate Publisher:

Maine. Dept. of Transportation
Abstract:

In July & August, 2010, MaineDOT applied 4.75 mm. (5/8 inch) Superpave designed hot mix asphalt

overlays in three locations. These overlay projects were on Route 1A, 2A, and 27, located in Forkstown,

New Portland, and Limestone, respectively. Project ID numbers are 016814.00, 017314.00, and 016809.00.

The specific lengths designated for the treatments are:

-Forkstown Twp. to TA R2 WELS, Route 2A, 5.5 miles

-New Portland to Kingfield, Route 27, 5.51 miles

-Limestone to Caswell, Route 1A, 3.79 miles

These projects were completed under the MaineDOT Regional Highway program as highway preservation

projects. These three projects were unique in that the mix design specified 4.75 mm (5/8 inch) aggregate

rather that 9.75 mm aggregate which is more commonly utilized. This small difference could lead to cost

savings, if the change results in equivalent performance. The intent of these trial applications are to

determine how the mix performs under Maine conditions.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:c930ee5c95b1e96302d47cdd9f1023f3c61405d04d642a0b1817c475eb23dbbb
Download URL:

https://rosap.ntl.bts.gov/view/dot/27765/dot_27765_DS1.pdf
File Type:

No Additional Files

More +

Three projects using 4.75 mm. superpave HMA on Route1A, Route 2A, & Route 27.

Details:

Supporting Files

You May Also Like