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SR-109(UNIVERSITY) over DRAINAGE DITCH

Map 

Coordinates:
+30.27444, -81.60639
30°16'28" N, 81°36'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-109(UNIVERSITY) over DRAINAGE DITCH
Structure number:720355
Location:0.4 MI. E. OF I-95
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]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:40,000 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:85.6 tons [77.8 metric tons]
Inventory rating:51.3 tons [46.6 metric tons]
Sufficiency rating:71.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201471.3Not deficient---40000
July 201271.2Not deficient---40500
July 201070.5Not deficient---42500
July 200870.0Not deficient---44000
July 200670.0Not deficient---50000
July 200470.0Not deficient---46000
July 200270.0Not deficient---48000
July 200070.0Not deficient---49000
July 199867.0Not deficient---48000
July 199670.0Not deficient---53500
July 199470.0Not deficient---52000
July 199267.2Not deficient---40682
July 199067.0Not deficient---41230