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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: August 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201598.6Not deficient---4000
September 201498.6Not deficient---4000
December 201399.6Not deficient---4000
November 201288.6Not deficient---4000
January 201288.6Not deficient---4000
January 201188.6Not deficient---4000
January 201084.5Not deficient---4000
October 200884.5Not deficient---4000
October 200784.5Not deficient---4000
November 200684.5Not deficient---4000
September 200584.5Not deficient---4000
July 200384.5Not deficient---4000
July 200284.5Not deficient---4000
July 200084.5Not deficient---4000
March 199984.5Not deficient---4000
April 199684.5Not deficient---4000
June 199584.6Not deficient---4000
April 199484.6Not deficient---4000
April 199384.6Not deficient---4000
February 199251.2Structurally deficient---4000
March 199150.7Structurally deficient---7300