This page created: 06/01/2026 07:21:01 AM                               Click here for Annotated Report

                   TALLAHATCHIE COUNTY BRIDGE INVENTORY DATA2                   
                                                                         PAGE 1

       COUNTY : TALLAHATCHIE           (Supervisor District 2)
                                       [Supervisor District 2]
    1. STATE CODE            : 284      8. STRUCTURE NUMBER : SA6800000000090
    2. MSHD DISTRICT         : 02       3. FED. COUNTY CODE : 135
    4. PLACE CODE            : 91350    5. INVENTORY ROUTE  : 141007760

    6. FEATURES INTERSECTED    : PANOLA-QUITMAN FLOODWAY  
    7. FACILITY CARRIED        : PADUCAH WELLS ROAD
    9. LOCATION                : SEC 18 T25N R 2E        B

   10. MIN. INV. RT. VERT. CL. : 9999  11. KILOMETER POINT          : 0029290
   12. BASE HIGHWAY NETWORK    : 0     13. LPS INV. RTE., SUBR. NO. :             
   16. LATITUDE             : 34020470 17. LONGITUDE                : 090073530
   19. DETOUR                : 032     20. TOLL                     : 3
   21. MAINT. RESP.          : 02      22. OWNER                    : 02
   26. FUNCT. CLASS.         : 07      27. YEAR BUILT               : 1971
   28. LANES ON/UNDER        : 0200    29. A.D.T.                   : 000110
   30. YEAR OF A.D.T.        : 2020    31. DESIGN LOAD              : 5
   32. APP. RDWY. WIDTH      : 0085    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.       : 101     45. NO. OF  MAIN SPANS       : 003
   46. NO. OF APP. SPANS     : 0026    47. INV. RT. TOT. HORIZ. CL. : 070
   48. LEN. MAX. SPAN        : 00305   49. STRUCTURE LENGTH         : 002560
   50. CURB/SDWK WIDTHS      : 008008  51. BR. RWY. WIDTH, C-C      : 0070
   52. DECK WIDTH, O-O       : 0085    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        : 6       60. SUBSTRUCTURE             : 5
   61. CHAN. & CHAN. PROT.   : 6       62. CULVERTS                 : N
   63. METHOD TO DET. I64    : 2       64. OPERATING RATING         : 183
   65. METHOD TO DET. I66    : 2       66. INVENTORY RATING         : 067
   67. STRU. EVALUATION      : 2       68. DECK GEOMETRY            : 4
   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.     : 003840
   90. INSPECTION DATE       : 0325    91. DESIG. INSP. FREQ.       : 12

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

   94. BR. IMPROVEMENT COST  : 003529  95. RDWY. IMPROVEMENT COST   : 002824
   96. TOTAL PROJECT COST    : 006353  97. YR. OF COST IMPV. EST.   : 2020
   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       : 08
  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.         : 000165 115. YR. OF FUTURE A.D.T.     : 2042
  116. MIN. VERT. CLR. VERT LIFT BR. :     

                                      BRIDGE PROGRAM ELIGLBLITY     : SABP

  BRIDGE POSTING: B - Open, posting recommended but not legally implemented
                   
                  HS SHORT (TONS)..............   13
                  TANDEM AXLE (TONS)..................  13
                  EMERGENCY VEHICLE SINGLE AXLE (TONS)  10
                  EMERGENCY VEHICLE TANDEM AXLE (TONS)  10
                  EMERGENCY VEHICLE GROSS (TONS)......  17