SR 2013 over BENNY'S CREEK
Map
Coordinates:
+40.81806, -76.5959640°49'05" N, 76°35'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 2013 over BENNY'S CREEK |
Structure number: | 000000000047479 |
Location: | 1 MI W OF WEIGH SCALE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 128 [as of 2017] |
Truck traffic: | 5% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
December 2016 | Good | 8 out of 10 | 128 | 92.0 |
December 2014 | Good | 8 out of 10 | 130 | 92.0 |
December 2012 | Good | 8 out of 10 | 130 | 92.0 |