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I565 * RAMPS over MCDONALD CREEK

Map 

Coordinates:
+34.71457, -86.64431
34°42'52" N, 86°38'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I565 * RAMPS over MCDONALD CREEK
Structure number:015317
Location:1.6 MI N JCT SR255 * I565
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:14.1 ft. [4.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:700.2 ft. [213.4 m]
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:51,152 [as of 2015]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:97.8 tons [88.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.8
Estimated cost of work:$13,306,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201572.8Functionally obsolete---51152
February 201393.5Not deficient---48235
February 201193.7Not deficient---46435
February 200993.6Not deficient---47060
February 200793.6Not deficient---46690
February 200593.8Not deficient---44835
February 200394.2Not deficient---41010
March 200190.5Not deficient---79980
March 199990.8Not deficient---77270
March 199773.2Not deficient---66590
March 199575.4Not deficient---60220
March 199374.6Not deficient---46650
November 199175.3Not deficient---29292