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US-90 (SR-10) over MCCOY CREEK

Map 

Coordinates:
+30.33278, -81.70056
30°19'58" N, 81°42'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-90 (SR-10) over MCCOY CREEK
Structure number:720407
Location:0.3 MI. E. OF MCDUFF AVE.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:13,900 [as of 2014]
Truck traffic:15% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:63.8 tons [58.0 metric tons]
Inventory rating:37.8 tons [34.4 metric tons]
Sufficiency rating:82.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$10,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201582.6Not deficient---13900
August 201382.5Not deficient---14500
August 201182.0Not deficient---17400
August 200982.2Not deficient---16500
August 200778.0Functionally obsolete---16400
August 200577.7Functionally obsolete---18200
August 200377.8Functionally obsolete---17500
September 200177.6Functionally obsolete---19000
September 199977.8Functionally obsolete---17501
September 199775.8Functionally obsolete---17500
October 199574.9Functionally obsolete---5800
September 199379.1Not deficient---5005
November 199176.9Not deficient---17017