This page created: 12/16/2024 07:28:00 AM                               Click here for Annotated Report

                      JONES COUNTY BRIDGE INVENTORY DATA2                      
                                                                         PAGE 1

       COUNTY : JONES                  (Ellisville)
                                       [Supervisor District 5]
    1. STATE CODE            : 284      8. STRUCTURE NUMBER : SA3400000000071
    2. MSHD DISTRICT         : 06       3. FED. COUNTY CODE : 067
    4. PLACE CODE            : 22020    5. INVENTORY ROUTE  : 151013260

    6. FEATURES INTERSECTED    : BRANCH OF ROCKY CREEK    
    7. FACILITY CARRIED        : ROYAL ST          
    9. LOCATION                : SEC  4 T 7N R12W         

   10. MIN. INV. RT. VERT. CL. : 9999  11. KILOMETER POINT          : 0000643
   12. BASE HIGHWAY NETWORK    : 0     13. LPS INV. RTE., SUBR. NO. :             
   16. LATITUDE             : 31361763 17. LONGITUDE                : 089122866
   19. DETOUR                : 002     20. TOLL                     : 3
   21. MAINT. RESP.          : 04      22. OWNER                    : 04
   26. FUNCT. CLASS.         : 09      27. YEAR BUILT               : 1982
   28. LANES ON/UNDER        : 0200    29. A.D.T.                   : 000730
   30. YEAR OF A.D.T.        : 2023    31. DESIGN LOAD              : 2
   32. APP. RDWY. WIDTH      : 0052    33. BRIDGE MEDIAN            : 0
   34. SKEW (ANGLE)          : 00      35. STRUCTURE FLARED         : 0
   36. TRAFFIC SFTY. FEAT.   : 1NNN    37. HISTORICAL SIGNIFICANCE  : 5
   38. NAVIGATION CONTROL    : 0       39. NAV. VERT. CLEAR.        : 0000
   40. NAV. HORIZ. CLEAR.    : 00000   41. OPEN/POSTED/CLOSED       : P
   42. TYPE OF SERVICE       : 15      43. STR. TYPE, MAIN          : 122
   44. STR. TYPE, APP.       : 000     45. NO. OF  MAIN SPANS       : 002
   46. NO. OF APP. SPANS     : 0000    47. INV. RT. TOT. HORIZ. CL. : 060
   48. LEN. MAX. SPAN        : 00058   49. STRUCTURE LENGTH         : 000116
   50. CURB/SDWK WIDTHS      : 002002  51. BR. RWY. WIDTH, C-C      : 0060
   52. DECK WIDTH, O-O       : 0064    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                     : 5
   59. SUPERSTRUCTURE        : 5       60. SUBSTRUCTURE             : 6
   61. CHAN. & CHAN. PROT.   : 8       62. CULVERTS                 : N
   63. METHOD TO DET. I64    : 1       64. OPERATING RATING         : 136
   65. METHOD TO DET. I66    : 1       66. INVENTORY RATING         : 082
   67. STRU. EVALUATION      : 2       68. DECK GEOMETRY            : 2
   69. UNDCL. VERT.& HORIZ.  : N       70. BRIDGE POSTING           : 0
   71. WATERWAY ADEQUACY     : 8       72. APP. ROADWAY ALIGNMENT   : 8
   75. TYPE OF WORK          : 311     76. LEN. OF STR. IMPROV.     : 000174
   90. INSPECTION DATE       : 1223    91. DESIG. INSP. FREQ.       : 12

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

   94. BR. IMPROVEMENT COST  : 000160  95. RDWY. IMPROVEMENT COST   : 000030
   96. TOTAL PROJECT COST    : 000190  97. YR. OF COST IMPV. EST.   : 2023
   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    : 2021   107. DECK STRUCTURE TYPE      : 2
  108. WEARING SURF. PROT.   : 100    109. A. D. TRK. TRAFFIC       : 08
  110. DESIG. NAT. NETWORK   : 0      111. PIER/ABUT. PROTECTION    : 1
  112. N.B.I.S. BRIDGE LENGTH: Y      113. SCOUR CRIT. BRIDGE       : 5
  114. FUTURE A.D.T.         : 001095 115. YR. OF FUTURE A.D.T.     : 2043
  116. MIN. VERT. CLR. VERT LIFT BR. :     

                                      BRIDGE PROGRAM ELIGLBLITY     : LSBP

  BRIDGE POSTING: P - Posted for load
                   
                      H TRUCK (TONS)......................  14
                      HS SHORT (TONS).....................  18
                      HS LONG (TONS)......................  22