This page created: 04/20/2026 07:24:14 AM                               Click here for Annotated Report

                     MARSHALL COUNTY BRIDGE INVENTORY DATA2                     
                                                                         PAGE 1

       COUNTY : MARSHALL               (Supervisor District 3)
                                       [Supervisor District 2]
    1. STATE CODE            : 284      8. STRUCTURE NUMBER : SA4700000000014
    2. MSHD DISTRICT         : 02       3. FED. COUNTY CODE : 093
    4. PLACE CODE            : 91899    5. INVENTORY ROUTE  : 141001360

    6. FEATURES INTERSECTED    : LEE CREEK                
    7. FACILITY CARRIED        : LAKE HILL ROAD    
    9. LOCATION                : SEC 26 T 1S R 4W         

   10. MIN. INV. RT. VERT. CL. : 9999  11. KILOMETER POINT          : 0001448
   12. BASE HIGHWAY NETWORK    : 0     13. LPS INV. RTE., SUBR. NO. :             
   16. LATITUDE             : 34580100 17. LONGITUDE                : 089345760
   19. DETOUR                : 008     20. TOLL                     : 3
   21. MAINT. RESP.          : 02      22. OWNER                    : 02
   26. FUNCT. CLASS.         : 09      27. YEAR BUILT               : 2009
   28. LANES ON/UNDER        : 0200    29. A.D.T.                   : 000080
   30. YEAR OF A.D.T.        : 2026    31. DESIGN LOAD              : 0
   32. APP. RDWY. WIDTH      : 0058    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          : 402
   44. STR. TYPE, APP.       : 000     45. NO. OF  MAIN SPANS       : 002
   46. NO. OF APP. SPANS     : 0000    47. INV. RT. TOT. HORIZ. CL. : 076
   48. LEN. MAX. SPAN        : 00091   49. STRUCTURE LENGTH         : 000147
   50. CURB/SDWK WIDTHS      : 000000  51. BR. RWY. WIDTH, C-C      : 0076
   52. DECK WIDTH, O-O       : 0082    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        : 4       60. SUBSTRUCTURE             : 4
   61. CHAN. & CHAN. PROT.   : 5       62. CULVERTS                 : N
   63. METHOD TO DET. I64    : 6       64. OPERATING RATING         : 077
   65. METHOD TO DET. I66    : 6       66. INVENTORY RATING         : 046
   67. STRU. EVALUATION      : 4       68. DECK GEOMETRY            : 6
   69. UNDCL. VERT.& HORIZ.  : N       70. BRIDGE POSTING           : 0
   71. WATERWAY ADEQUACY     : 7       72. APP. ROADWAY ALIGNMENT   : 6
   75. TYPE OF WORK          : 311     76. LEN. OF STR. IMPROV.     : 000228
   90. INSPECTION DATE       : 0126    91. DESIG. INSP. FREQ.       : 12

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

   94. BR. IMPROVEMENT COST  : 000202  95. RDWY. IMPROVEMENT COST   : 000162
   96. TOTAL PROJECT COST    : 000364  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       : 2      103. TEMP. STRU. DESIG.       :  
  104. HWY. SYS. INV. RT.    : 0      105. FEDERAL LANDS HIGHWAYS   : 0
  106. YEAR RECONSTRUCTED    : 0000   107. DECK STRUCTURE TYPE      : 1
  108. WEARING SURF. PROT.   : 000    109. A. D. TRK. TRAFFIC       :   
  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.         : 000120 115. YR. OF FUTURE A.D.T.     : 2046
  116. MIN. VERT. CLR. VERT LIFT BR. :     

                                      BRIDGE PROGRAM ELIGLBLITY     : LSBP

  BRIDGE POSTING: B - Open, posting recommended but not legally implemented
                   
                  HS SHORT (TONS).....................  29
                  HS LONG (TONS)......................  33
                  EMERGENCY VEHICLE SINGLE AXLE (TONS)  13
                  EMERGENCY VEHICLE TANDEM AXLE (TONS)  13
                  EMERGENCY VEHICLE GROSS (TONS)......  23