Quality Base Material Produced Using Full Depth Reclamation on Existing Asphalt Pavement Structure – Task 5: Development of Standardized Laboratory Testing Method

Bang, Sangchul; Kraft, Paul; Leibrock, Christopher; Lein, Wade; Roberts, Lance; Sebaaly, Peter E.; Johnston, Dan; Huft, Dave; United States. Federal Highway Administration. Office of Asset Management, Pavements and Construction

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Quality Base Material Produced Using Full Depth Reclamation on Existing Asphalt Pavement Structure – Task 5: Development of Standardized Laboratory Testing Method

2012-05-01
By Bang, Sangchul ; Kraft, Paul ; Leibrock, Christopher ; ...

[PDF-2.30 MB]

English

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Details:

Creators:

Bang, Sangchul ; Kraft, Paul ; Leibrock, Christopher ; Lein, Wade ; Roberts, Lance ; ... More +

Bang, Sangchul ; Kraft, Paul ; Leibrock, Christopher ; Lein, Wade ; Roberts, Lance ; Sebaaly, Peter E. ; Johnston, Dan ; Huft, Dave Less -
Corporate Creators:

United States. Federal Highway Administration. Office of Asset Management, Pavements and Construction
Contributors:

Gallivan, Victor (Lee)
Corporate Contributors:

South Dakota School of Mines and Technology
Subject/TRT Terms:

[+]

Asphalt Pavements Dynamic Modulus Of Elasticity Full-depth Reclamation Modulus Of Rupture Recycled Materials
Publication/ Report Number:

FHWA-HIF-12-032
Resource Type:

Tech Report
Geographical Coverage:

United States
Contracting Officer:

Gallivan, Victor (Lee)
Corporate Publisher:

United States. Federal Highway Administration. Office of Asset Management, Pavements, and Construction
Abstract:

The objective of this task is to conduct performance testing of FDR materials, including: modulus of rupture, dynamic modulus, and repeated load triaxial tests. FDR materials studied include cement, fly ash, asphalt emulsion, and foamed asphalt. Modulus of rupture tests were conducted on cement and fly ash stabilized base materials, whereas dynamic modulus and repeated load triaxial tests were conducted on asphalt emulsion and foamed asphalt stabilized base materials. The optimum mixtures used in this study were determined from the previous task (Task 4: Development of FDR Mix Design Guide). The results show that the three types of tests conducted were viable means of evaluating the FDR stabilized base material.
Format:

PDF
Funding:

DTFH61-06-C-00038
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:a720182a1b895631d3ffc43e110d3a52b83724e1731f26014743c438227169d5
Download URL:

https://rosap.ntl.bts.gov/view/dot/42789/dot_42789_DS1.pdf
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Quality Base Material Produced Using Full Depth Reclamation on Existing Asphalt Pavement Structure – Task 5: Development of Standardized Laboratory Testing Method

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