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                       PIKE COUNTY BRIDGE INVENTORY DATA2                       
                                                                         PAGE 1

       COUNTY : PIKE                   (Supervisor District 4)
                                       [Supervisor District 4]
    1. STATE CODE            : 284      8. STRUCTURE NUMBER : SA5700000000160
    2. MSHD DISTRICT         : 07       3. FED. COUNTY CODE : 113
    4. PLACE CODE            : 92727    5. INVENTORY ROUTE  : 141011750

    6. FEATURES INTERSECTED    : LAZY CREEK               
    7. FACILITY CARRIED        : RIVER ROAD NORTH  
    9. LOCATION                : SEC  9 T 4N R 8E        B

   10. MIN. INV. RT. VERT. CL. : 9999  11. KILOMETER POINT          : 0045222
   12. BASE HIGHWAY NETWORK    : 0     13. LPS INV. RTE., SUBR. NO. :             
   16. LATITUDE             : 31194020 17. LONGITUDE                : 090240700
   19. DETOUR                : 008     20. TOLL                     : 3
   21. MAINT. RESP.          : 02      22. OWNER                    : 02
   26. FUNCT. CLASS.         : 07      27. YEAR BUILT               : 1964
   28. LANES ON/UNDER        : 0200    29. A.D.T.                   : 000300
   30. YEAR OF A.D.T.        : 2025    31. DESIGN LOAD              : 2
   32. APP. RDWY. WIDTH      : 0070    33. BRIDGE MEDIAN            : 0
   34. SKEW (ANGLE)          : 00      35. STRUCTURE FLARED         : 0
   36. TRAFFIC SFTY. FEAT.   : 1000    37. HISTORICAL SIGNIFICANCE  : 5
   38. NAVIGATION CONTROL    : 0       39. NAV. VERT. CLEAR.        : 0000
   40. NAV. HORIZ. CLEAR.    : 00000   41. OPEN/POSTED/CLOSED       : B
   42. TYPE OF SERVICE       : 15      43. STR. TYPE, MAIN          : 102
   44. STR. TYPE, APP.       : 101     45. NO. OF  MAIN SPANS       : 001
   46. NO. OF APP. SPANS     : 0004    47. INV. RT. TOT. HORIZ. CL. : 067
   48. LEN. MAX. SPAN        : 00122   49. STRUCTURE LENGTH         : 000354
   50. CURB/SDWK WIDTHS      : 004004  51. BR. RWY. WIDTH, C-C      : 0067
   52. DECK WIDTH, O-O       : 0075    53. MIN. VERT. CLR., BR.     : 9999
   54. MIN. VERT. UNDCL.     : N0000   55. MIN. LAT. UNDCL., R.     : N000
   56. MIN. LAT. UNDCL., L.  : 000     58. DECK                     : 6
   59. SUPERSTRUCTURE        : 6       60. SUBSTRUCTURE             : 4
   61. CHAN. & CHAN. PROT.   : 5       62. CULVERTS                 : N
   63. METHOD TO DET. I64    : 6       64. OPERATING RATING         : 083
   65. METHOD TO DET. I66    : 6       66. INVENTORY RATING         : 049
   67. STRU. EVALUATION      : 4       68. DECK GEOMETRY            : 4
   69. UNDCL. VERT.& HORIZ.  : N       70. BRIDGE POSTING           : 2
   71. WATERWAY ADEQUACY     : 9       72. APP. ROADWAY ALIGNMENT   : 6
   75. TYPE OF WORK          : 311     76. LEN. OF STR. IMPROV.     : 000444
   90. INSPECTION DATE       : 1025    91. DESIG. INSP. FREQ.       : 12

   92. CRIT. FEATURES INSP.    : N  Y60N  
   93. CRIT. FEAT. INSP. DATE  :     0225    

   94. BR. IMPROVEMENT COST  : 000394  95. RDWY. IMPROVEMENT COST   : 000316
   96. TOTAL PROJECT COST    : 000710  97. YR. OF COST IMPV. EST.   : 2025
   98. BORDER BRIDGE         :         99. BORDER BRIDGE STRU. NO.  :
  100. DEFENSE HWY. DESIG.   : 0      101. PARALLEL BR. STRU. NO.   : N
  102. DIR. OF TRAFFIC       : 2      103. TEMP. STRU. DESIG.       :  
  104. HWY. SYS. INV. RT.    : 0      105. FEDERAL LANDS HIGHWAYS   : 0
  106. YEAR RECONSTRUCTED    : 1990   107. DECK STRUCTURE TYPE      : 1
  108. WEARING SURF. PROT.   : 000    109. A. D. TRK. TRAFFIC       : 08
  110. DESIG. NAT. NETWORK   : 0      111. PIER/ABUT. PROTECTION    :  
  112. N.B.I.S. BRIDGE LENGTH: Y      113. SCOUR CRIT. BRIDGE       : 5
  114. FUTURE A.D.T.         : 000450 115. YR. OF FUTURE A.D.T.     : 2045
  116. MIN. VERT. CLR. VERT LIFT BR. :     

                                      BRIDGE PROGRAM ELIGLBLITY     : SABP

  BRIDGE POSTING: B - Open, posting recommended but not legally implemented
                   
                  HS SHORT (TONS).....................  29
                  HS LONG (TONS)......................  35
                  EMERGENCY VEHICLE SINGLE AXLE (TONS)  14
                  EMERGENCY VEHICLE TANDEM AXLE (TONS)  14
                  EMERGENCY VEHICLE GROSS (TONS)......  24