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LRD W MORGAN AVE over HONEY CREEK

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

Facts 

Name:LRD W MORGAN AVE over HONEY CREEK
Structure number:P40063800000000
Location:0.9M W JCT STH 24
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:31.5 ft. [9.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 2011]
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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:53.9 tons [49.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201484.7Not deficient---6200
November 201281.7Not deficient---6200
August 201080.8Not deficient---7200
July 200880.8Not deficient---7200
June 200680.8Not deficient---7200
June 200480.8Not deficient---7200
June 200280.8Not deficient---7200
July 200080.8Not deficient---7200
June 199880.6Not deficient---8000
November 199680.6Not deficient---8000
December 199480.5Not deficient---8000
March 199280.5Not deficient---8000
September 199080.5Not deficient---8000