                                SECTION SUMMARY                       
                       PADIAS REPORT GENERATOR - REV. 4.0

        Section: 040602           Pavement Type: Planned AC Overlay of JCP     
        Survey Date: 09/23/1991   Location: I-40 EB  ARIZONA              
        Pavement Width: 3.94 m.   Section Length: 174.15 m.
        Analysis Date: 06/24/1999 Operator Name: HJS                           
        Section Start : 0.00 m.   Section End   : 174.15 m. 

        Distress Type                     Reduced Extent at Each Severity

        _________________________   Unit___ No Sev.___ Low____ Mod.____ High___

        Corner Breaks               NUMBER    -----      1.0      2.0        0

        Durability Cracking         SQ. M.    -----        0        0        0
                   Total Slabs Distressed     -----        0        0        0

        Longitudinal Crack          METERS    -----     15.0     27.9      3.6
        ---Sealed---                METERS    -----      7.3        0        0

        Transverse Crack            METERS    -----      7.3     38.0     31.2
        ---Sealed---                METERS    -----        0        0        0
                                    NUMBER    -----      5.0     14.0      8.0
        ---Sealed---                NUMBER    -----        0        0        0

        Tran. Jt. Seal Dmg.  SEALED JOINTS      YES
                                    NUMBER    -----     14.0     24.0      4.0

        Long. Jt. Seal Dmg.         METERS        0    -----    -----    -----
        ---Sealed---                NUMBER        0    -----     -----     -----

        Spall Long. Joint           METERS    -----     81.7     20.4      6.2

        Spall Trans. Joint          METERS    -----      3.8      1.5      8.7
                                    NUMBER    -----      3.0      2.0      9.0

        Map Cracking                SQ. M.        0    -----    -----    -----
                                    NUMBER        0    -----    -----    -----

        Scaling                     SQ. M.        0    -----    -----    -----
                                    NUMBER        0    -----    -----    -----

        Polished Aggregate          SQ. M.        0    -----    -----    -----

        Blowups                     NUMBER        0    -----    -----    -----

        Lane-Shoulder Sep.          METERS    -----    172.9        0        0

        AC Patch                    SQ. M.    -----     0.08        0        0
                                    NUMBER    -----      1.0        0        0

        PCC Patch                   SQ. M.    -----    50.95    22.68     6.57
                                    NUMBER    -----     35.0     16.0     16.0

        Water Bleed & Pump          METERS        0    -----    -----    -----
                                    NUMBER        0    -----    -----    -----

        Transverse Joint            METERS    159.0    -----    -----    -----
                                    NUMBER     42.0    -----    -----    -----

