Share:

BECKS RUN RD over BECKS RUN

Map 

Coordinates:
+40.40261, -79.97840
40°24'09" N, 79°58'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BECKS RUN RD over BECKS RUN
Structure number:000000000002507
Old structure number:027301502420360 (from 1992 edition)
Location:BC06 BECK'S RUN NO.6
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Skew angle:57°
Owner:County Highway Agency [02]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:12,757 [as of 2006]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:85.8 tons [78.0 metric tons]
Inventory rating:50.8 tons [46.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201474.8Functionally obsolete---12757
May 201274.8Functionally obsolete---12757
May 201074.8Functionally obsolete---12757
May 200874.8Functionally obsolete---12757
May 200674.8Functionally obsolete---12757
July 200474.8Functionally obsolete---12757
September 200272.8Functionally obsolete---12757
October 200072.8Functionally obsolete---12757
November 199874.8Functionally obsolete---12757
November 199674.8Not deficient---12757
November 199474.8Not deficient---12757
April 199374.8Not deficient---12757
April 199174.8Not deficient---12757