Preparation for implementation of the mechanistic-empirical pavement design guide in Michigan : part 2 - evaluation of rehabilitation fixes (part 2).

Buch, Neeraj; Chatti, Karim; Haider, Syed W.; Baladi, Gilbert; Brink, Wouter; Harsini, Iman; Michigan State University. Dept. of Civil and Environmental Engineering

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Preparation for implementation of the mechanistic-empirical pavement design guide in Michigan : part 2 - evaluation of rehabilitation fixes (part 2).

2013-08-01
By Buch, Neeraj ; Chatti, Karim ; Haider, Syed W. ; ...

[PDF-3.30 MB]

English

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Creators:

Buch, Neeraj ; Chatti, Karim ; Haider, Syed W. ; Baladi, Gilbert ; Brink, Wouter ; ... More +

Buch, Neeraj ; Chatti, Karim ; Haider, Syed W. ; Baladi, Gilbert ; Brink, Wouter ; Harsini, Iman Less -
Corporate Creators:

Michigan State University. Dept. of Civil and Environmental Engineering
Subject/TRT Terms:

[+]

Air Voids Hot Mix Paving Mixtures Overlays (Pavements) Pavement Maintenance Pavement Management Systems Pavement Performance Rehabilitation (Maintenance)
Publication/ Report Number:

RC-1594
Resource Type:

Tech Report
Geographical Coverage:

Michigan
Corporate Publisher:

Michigan. Dept. of Transportation. Office of Research Administration
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance;NTL-HIGHWAY/ROAD TRANSPORTATION-Construction and Maintenance;
Abstract:

The overall goal of Global Sensitivity Analysis (GSA) is to determine sensitivity of pavement performance prediction models to the variation in the design input values. The main difference between GSA and detailed sensitivity analyses is the way the levels of an input are considered. While extreme values (only two levels) of the input ranges are considered in the detailed sensitivity analysis, GSA utilizes the entire domain for the input ranges. In this section, the details of the GSA process are presented first followed by the findings and discussion of results for the four rehabilitation options.
Format:

PDF
Alternate URL:

http://ntl.bts.gov/lib/48000/48200/48279/RC-1594_-_Appendices_A_432759_7.pdf ; http://ntl.bts.gov/lib/48000/48200/48280/RC-1594_-_Appendices_B_432762_7.pdf ; http://ntl.bts.gov/lib/48000/48200/48281/RC-1594_-_Appendices_C_432764_7.pdf ; http://ntl.bts.gov/lib/48000/48200/48282/RC-1594_-_Appendices_D_432766_7.pdf ;
Collection(s):

US Transportation Collection
Main Document Checksum:

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urn:sha256:c602b1d3b12c27c8aa7668f6c2db1e5b079e5b3ca8e01b85c7f0fa5cf636d438
Download URL:

https://rosap.ntl.bts.gov/view/dot/26325/dot_26325_DS1.pdf
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Preparation for implementation of the mechanistic-empirical pavement design guide in Michigan : part 2 - evaluation of rehabilitation fixes (part 2).

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