US-90 (SR-10) over MCCOY CREEK


+30.32472, -81.74806
30°19'29" N, 81°44'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US-90 (SR-10) over MCCOY CREEK
Structure number:720138
Location:0.2 MI. E. OF LANE 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:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Not applicable [N]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 2014]
Truck traffic:15% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:48.5 tons [44.1 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:93.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201593.8Not deficient---7000
July 201393.7Not deficient---7700
July 201193.7Not deficient---8000
July 200993.6Not deficient---8600
July 200793.5Not deficient---8900
July 200593.2Not deficient---11000
July 200390.6Not deficient---8600
July 200192.6Not deficient---8500
July 199992.9Not deficient---6400
July 199790.9Not deficient---6300
August 199596.8Not deficient---8200
August 199397.0Not deficient---6680
September 199196.9Not deficient---7304