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Prediction of The Pavement Condition For Urban Roadway A Tehran Case Study (RESEARCH NOTE)

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Figure

TABLE 4. Determination of ESAL for Use in the Model.
TABLE 8. Observed Values for Arterial I Type Streets Reported By District Number.
Figure 1. Average values of observed PCIs versus age of pavement.
TABLE 9. Predicted SCR Based on the First Model for Type I Arterial Streets X1 = 0.8.

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