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SE RAMP over BEAR CREEK TRIB

Map

Coordinates:
+32.58222, -90.07139
32°34'56" N, 90°04'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SE RAMP over BEAR CREEK TRIB
Structure number:17000550451162B
Location:3.3 MI N SR 857
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:17.1 ft. [5.2 m]
Total length:33.8 ft. [10.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2004
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2014]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:68.0 tons [61.8 metric tons]
Inventory rating:40.7 tons [37.0 metric tons]
Sufficiency rating:99.7

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201699.7Good7 out of 10-3000
May 201499.9Good7 out of 10-3000
April 201299.9Good7 out of 10-3000
April 201099.9Good7 out of 10-3000
March 200899.9Good8 out of 10-3000
May 2006100.0Good8 out of 10-1000
April 2004100.0Good8 out of 10-1000