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CHURCH HILL ROAD over BRANCH OF GALLOWS RUN

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

Facts 

Name:CHURCH HILL ROAD over BRANCH OF GALLOWS RUN
Structure number:000000000045524
Old structure number:091019003029660 (from 1992 edition)
Location:FERNDALE 04D10/ 2584B05
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:26.9 ft. [8.2 m]
Total length:29.9 ft. [9.1 m]
Skew angle:53°
Owner:State Highway Agency [01]
Year built:2009
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:5,801 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201597.3Not deficient---5801
August 201396.3Not deficient---5827
October 201198.2Not deficient---1784
October 200999.2Not deficient---1752
February 20084.0Structurally deficientPoorCriticalFair1671
February 20064.0Structurally deficientPoorSeriousFair1622
November 20044.0Structurally deficientPoorSeriousFair1593
November 20034.0Structurally deficientPoorSeriousFair1593
November 20025.6Structurally deficientPoorSeriousFair1350