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SUMMIT ROAD over AMBERLY CREEK

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

Facts

Name:SUMMIT ROAD over AMBERLY CREEK
Structure number:3161390
Location:400' E OF READING RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:250.0 ft. [76.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 1991]
Structural appraisal:Equal to present minimum criteria [6]
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: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 assessed or calculated scour condition. [5]
Operating rating:46.3 tons [42.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.6

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201698.6Fair6 out of 10-4000
August 201598.6Fair6 out of 10-4000
September 201498.6Fair6 out of 10-4000
December 201399.6Fair6 out of 10-4000
November 201288.6Fair5 out of 10-4000
January 201288.6Fair5 out of 10-4000
January 201188.6Fair5 out of 10-4000
January 201084.5Fair5 out of 10-4000
October 200884.5Fair5 out of 10-4000
October 200784.5Fair5 out of 10-4000
November 200684.5Fair5 out of 10-4000
September 200584.5Fair5 out of 10-4000
July 200384.5Fair5 out of 10-4000
July 200284.5Fair5 out of 10-4000
July 200084.5Fair5 out of 10-4000
March 199984.5Fair5 out of 10-4000
April 199684.5Fair5 out of 10-4000
June 199584.6Fair5 out of 10-4000
April 199484.6Fair5 out of 10-4000
April 199384.6Fair5 out of 10-4000
February 199251.2Poor3 out of 10SD4000
March 199150.7Poor3 out of 10SD7300