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BAJO ST over BECKS RUN

Map

Coordinates:
+40.40963, -79.96245
40°24'35" N, 79°57'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BAJO ST over BECKS RUN
Structure number:000000000002505
Old structure number:027301502420320 (from 1992 edition)
Location:BC02 BECKS RUN NO. 2
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.1 ft. [11.0 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:60°
Owner:County Highway Agency [02]
Year built:1946
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2006]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:88.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$123,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201688.0Fair6 out of 10-400
May 201488.0Fair6 out of 10-400
May 201288.0Fair6 out of 10-400
May 201088.0Fair6 out of 10-400
May 200888.0Fair6 out of 10-400
May 200688.0Fair6 out of 10-400
July 200488.0Fair6 out of 10-400
September 200288.0Fair6 out of 10-400
October 200088.0Fair6 out of 10-400
November 199877.0Fair5 out of 10-400
November 199688.0Fair6 out of 10-400
November 199488.2Fair6 out of 10-400
September 199288.2Fair6 out of 10-400
October 199088.2Good7 out of 10-328