Skip to content

Present Serviceability Index

Reviewed by licensed engineers

Checked against its sources by licensed professional engineers on the previous site, where reviewers weren’t recorded by name.

How articles are reviewed

The present serviceability index (PSI) is based on the original AASHO Road Test PSR. Basically, the PSR was a ride quality rating that required a panel of observers to actually ride in an automobile over the pavement in question. Since this type of rating is not practical for large-scale pavement networks, a transition to a non-panel based system was needed.

To transition from a PSR serviceability measure (panel developed) to a PSI serviceability measure (no panel required), a panel of raters during 1958 to 1960 rated various roads in the states of Illinois, Minnesota, and Indiana for PSR. This information was then correlated to various pavement measurements (such as slope variance (profile), cracking, etc.) to develop PSI equations. Further, the raters were asked to provide an opinion as to whether a specific pavement assessed for PSR was "acceptable" or "unacceptable" as a primary highway (see PSR). Thus, although PSI is based on the same 5-point rating system as PSR it goes beyond a simple assessment of ride quality. About one-half of the panel of raters found a PSR of 3.0 acceptable and a PSR of 2.5 unacceptable. Such information was useful in selecting a "terminal" (or failure) serviceability (PSI) design input for empirical structural design equations. It is interesting to note that the original AASHO Road Test rater opinions are based on car ride dynamics; it is unclear whether such levels are acceptable for trucks.

Pavement performance can then be defined as "The serviceability trend of a ... (pavement segment) with increasing number of axle applications" (Highway Research Board, 19721). Figure 1 further demonstrates this concept.

Concept of pavement performance using Present Serviceability Index (PSI) (Hveem and Carmany, 1948)
Figure 1. Concept of pavement performance using Present Serviceability Index (PSI) (Hveem and Carmany, 1948).
Calculator

Present serviceability index (AASHO)

AASHO Road Test (HRB SR 61E)
Example values. Your agency’s specification sets the limits.

Teaching this? Figures and worked examples are free to use with credit. Course reading lists

Cite this page

APA

Pavement Interactive. (2026, November 1). Present serviceability index. HeadLight. Retrieved [the date you read it], from https://pavementinteractive.org/reference-desk/pavement-management/pavement-evaluation/present-serviceability-index/

ASCE

Pavement Interactive. (2026). “Present Serviceability Index.” HeadLight, <https://pavementinteractive.org/reference-desk/pavement-management/pavement-evaluation/present-serviceability-index/> ([the date you read it]).

BibTeX

@misc{pavint-present-serviceability-index,
  author = {{Pavement Interactive}},
  title = {Present Serviceability Index},
  year = {2026},
  publisher = {HeadLight},
  howpublished = {\url{https://pavementinteractive.org/reference-desk/pavement-management/pavement-evaluation/present-serviceability-index/}},
  note = {Accessed [date]}
}
This address will not change. The citation records the date you read it.
Sources (1)
  1. Highway Research Board (1972). National Cooperative Highway Research Program Synthesis of Highway Practice 14: Skid Resistance. Highway Research Board, National Academy of Sciences, Washington, D.C. ↩
Report an error

Reports go to the editors, who check them against the cited sources. Corrections are noted at the top of the article.

Only if you want a reply. It is not published.