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LOCH RAVEN BOULEVA over W BRANCH OF HERRING RUN

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCH RAVEN BOULEVA over W BRANCH OF HERRING RUN
Structure number:200000BC8006020
Location:0.3 MI N OF NORTHERN PKY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1950
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: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2016]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:69.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$42,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201669.9Fair5 out of 10-8000
October 201469.9Fair5 out of 10-8000
October 201269.9Fair5 out of 10-8000
October 201070.9Fair5 out of 10-8000
December 200970.9Fair5 out of 10-8000
December 200770.9Fair5 out of 10-8000
October 200571.0Fair5 out of 10-7615
October 200371.0Fair5 out of 10-7615
December 200171.1Fair5 out of 10-6559
November 199971.1Fair5 out of 10-6559
November 199771.1Fair5 out of 10-6559
January 199771.1Fair5 out of 10-6559
February 199571.3Fair5 out of 10-6559
October 199271.3Fair5 out of 10-6559
October 199071.3Fair5 out of 10-6559