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

                      HINDS COUNTY BRIDGE INVENTORY DATA2                      
                                                                         PAGE 1

       COUNTY : HINDS                  (Supervisor District 4)
                                       [Supervisor District 4]
    1. STATE CODE            : 284      8. STRUCTURE NUMBER : SA2500000000176
    2. MSHD DISTRICT         : 05       3. FED. COUNTY CODE : 049
    4. PLACE CODE            : 92439    5. INVENTORY ROUTE  : 141052070

    6. FEATURES INTERSECTED    : BCH OF TURKEY CREEK      
    7. FACILITY CARRIED        : CHAPEL HILL RD    
    9. LOCATION                : SEC 22 T 5N R 3W        B

   10. MIN. INV. RT. VERT. CL. : 9999  11. KILOMETER POINT          : 0001609
   12. BASE HIGHWAY NETWORK    : 0     13. LPS INV. RTE., SUBR. NO. :             
   16. LATITUDE             : 32160850 17. LONGITUDE                : 090292320
   19. DETOUR                : 000     20. TOLL                     : 3
   21. MAINT. RESP.          : 02      22. OWNER                    : 02
   26. FUNCT. CLASS.         : 09      27. YEAR BUILT               : 1976
   28. LANES ON/UNDER        : 0200    29. A.D.T.                   : 000180
   30. YEAR OF A.D.T.        : 2024    31. DESIGN LOAD              : 2
   32. APP. RDWY. WIDTH      : 0061    33. BRIDGE MEDIAN            : 0
   34. SKEW (ANGLE)          : 30      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          : 122
   44. STR. TYPE, APP.       : 000     45. NO. OF  MAIN SPANS       : 003
   46. NO. OF APP. SPANS     : 0000    47. INV. RT. TOT. HORIZ. CL. : 081
   48. LEN. MAX. SPAN        : 00058   49. STRUCTURE LENGTH         : 000174
   50. CURB/SDWK WIDTHS      : 002002  51. BR. RWY. WIDTH, C-C      : 0081
   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                     : 6
   59. SUPERSTRUCTURE        : 5       60. SUBSTRUCTURE             : 4
   61. CHAN. & CHAN. PROT.   : 4       62. CULVERTS                 : N
   63. METHOD TO DET. I64    : 6       64. OPERATING RATING         : 070
   65. METHOD TO DET. I66    : 6       66. INVENTORY RATING         : 058
   67. STRU. EVALUATION      : 4       68. DECK GEOMETRY            : 5
   69. UNDCL. VERT.& HORIZ.  : N       70. BRIDGE POSTING           : 0
   71. WATERWAY ADEQUACY     : 8       72. APP. ROADWAY ALIGNMENT   : 6
   75. TYPE OF WORK          : 311     76. LEN. OF STR. IMPROV.     : 000238
   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  : 000142  95. RDWY. IMPROVEMENT COST   : 000015
   96. TOTAL PROJECT COST    : 000175  97. YR. OF COST IMPV. EST.   : 2016
   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      : 2
  108. WEARING SURF. PROT.   : 600    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.         : 000270 115. YR. OF FUTURE A.D.T.     : 2044
  116. MIN. VERT. CLR. VERT LIFT BR. :     

                                      BRIDGE PROGRAM ELIGLBLITY     : SABP

  BRIDGE POSTING: B - Open, posting recommended but not legally implemented
                   
                  HS SHORT (TONS).....................  27
                  HS LONG (TONS)......................  27
                  EMERGENCY VEHICLE SINGLE AXLE (TONS)  11
                  EMERGENCY VEHICLE TANDEM AXLE (TONS)  11
                  EMERGENCY VEHICLE GROSS (TONS)......  19