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DOUGLAS STREET over BEAR BRANCH

Map 

Coordinates:
+31.55203, -82.47729
31°33'07" N, 82°28'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOUGLAS STREET over BEAR BRANCH
Structure number:000000000550150
Location:IN ALMA CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.9 ft. [2.1 m]
Total length:23.0 ft. [7.0 m]
Skew angle:31°
Owner:County Highway Agency [02]
Year built:1982
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:600 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$135,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 2014100.0Not deficient---600
June 2012100.0Not deficient---600
June 2010100.0Not deficient---620
June 2008100.0Not deficient---620
May 2006100.0Not deficient---630
May 2004100.0Not deficient---740
May 2002100.0Not deficient---740
May 200092.5Not deficient---480
October 199892.5Not deficient---470
March 199692.5Not deficient---430
March 199492.5Not deficient---400
April 199292.5Not deficient---400
July 199092.5Not deficient---270