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

                     FRANKLIN COUNTY BRIDGE INVENTORY DATA2                     
                                                                         PAGE 1

       COUNTY : FRANKLIN               (Supervisor District 4)
                                       [Supervisor District 4]
    1. STATE CODE            : 284      8. STRUCTURE NUMBER : SA190000000A092
    2. MSHD DISTRICT         : 07       3. FED. COUNTY CODE : 037
    4. PLACE CODE            : 92385    5. INVENTORY ROUTE  : 141000320

    6. FEATURES INTERSECTED    : LITTLE CREEK             
    7. FACILITY CARRIED        : LUCIEN ROAD SOUTH 
    9. LOCATION                : SEC  7 T 6N R 6E         

   10. MIN. INV. RT. VERT. CL. : 9999  11. KILOMETER POINT          : 0002253
   12. BASE HIGHWAY NETWORK    : 0     13. LPS INV. RTE., SUBR. NO. :             
   16. LATITUDE             : 31294950 17. LONGITUDE                : 090381434
   19. DETOUR                : 006     20. TOLL                     : 3
   21. MAINT. RESP.          : 02      22. OWNER                    : 02
   26. FUNCT. CLASS.         : 09      27. YEAR BUILT               : 1992
   28. LANES ON/UNDER        : 0100    29. A.D.T.                   : 000025
   30. YEAR OF A.D.T.        : 2019    31. DESIGN LOAD              : 5
   32. APP. RDWY. WIDTH      : 0067    33. BRIDGE MEDIAN            : 0
   34. SKEW (ANGLE)          : 00      35. STRUCTURE FLARED         : 0
   36. TRAFFIC SFTY. FEAT.   : 0000    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          : 702
   44. STR. TYPE, APP.       : 000     45. NO. OF  MAIN SPANS       : 007
   46. NO. OF APP. SPANS     : 0000    47. INV. RT. TOT. HORIZ. CL. : 054
   48. LEN. MAX. SPAN        : 00058   49. STRUCTURE LENGTH         : 000289
   50. CURB/SDWK WIDTHS      : 002002  51. BR. RWY. WIDTH, C-C      : 0054
   52. DECK WIDTH, O-O       : 0058    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             : 7
   61. CHAN. & CHAN. PROT.   : 5       62. CULVERTS                 : N
   63. METHOD TO DET. I64    : 2       64. OPERATING RATING         : 236
   65. METHOD TO DET. I66    : 2       66. INVENTORY RATING         : 174
   67. STRU. EVALUATION      : 5       68. DECK GEOMETRY            : 3
   69. UNDCL. VERT.& HORIZ.  : N       70. BRIDGE POSTING           : 1
   71. WATERWAY ADEQUACY     : 8       72. APP. ROADWAY ALIGNMENT   : 6
   75. TYPE OF WORK          : 311     76. LEN. OF STR. IMPROV.     : 000365
   90. INSPECTION DATE       : 0124    91. DESIG. INSP. FREQ.       : 12

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

   94. BR. IMPROVEMENT COST  : 000550  95. RDWY. IMPROVEMENT COST   : 000125
   96. TOTAL PROJECT COST    : 000675  97. YR. OF COST IMPV. EST.   : 2021
   98. BORDER BRIDGE         :         99. BORDER BRIDGE STRU. NO.  :
  100. DEFENSE HWY. DESIG.   : 0      101. PARALLEL BR. STRU. NO.   : N
  102. DIR. OF TRAFFIC       : 3      103. TEMP. STRU. DESIG.       :  
  104. HWY. SYS. INV. RT.    : 0      105. FEDERAL LANDS HIGHWAYS   : 0
  106. YEAR RECONSTRUCTED    : 2014   107. DECK STRUCTURE TYPE      : 8
  108. WEARING SURF. PROT.   : 000    109. A. D. TRK. TRAFFIC       : 01
  110. DESIG. NAT. NETWORK   : 0      111. PIER/ABUT. PROTECTION    :  
  112. N.B.I.S. BRIDGE LENGTH: Y      113. SCOUR CRIT. BRIDGE       : U
  114. FUTURE A.D.T.         : 000050 115. YR. OF FUTURE A.D.T.     : 2034
  116. MIN. VERT. CLR. VERT LIFT BR. :     

                                      BRIDGE PROGRAM ELIGLBLITY     :     

  BRIDGE POSTING: B - Open, posting recommended but not legally implemented
                   
                  TANDEM AXLE (TONS)..................  14