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US 40 over ALUM CREEK

Map 

Coordinates:
+39.96778, -82.95028
39°58'04" N, 82°57'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 40 over ALUM CREEK
Structure number:2502712
Location:OVER ALUM CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.1 ft. [23.2 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:19,020 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201581.0Functionally obsoleteVery GoodExcellentVery Good19020
March 201481.0Functionally obsoleteVery GoodExcellentVery Good19020
March 201381.0Functionally obsoleteVery GoodExcellentVery Good19020
April 201275.0Functionally obsoleteExcellentExcellentExcellent19020
April 201175.0Functionally obsoleteExcellentExcellentExcellent19020
May 201075.0Functionally obsoleteExcellentExcellentExcellent21020
June 200975.0Functionally obsoleteExcellentExcellentExcellent21020
August 200875.0Functionally obsoleteExcellentExcellentExcellent21020
August 200775.0Not deficientExcellentExcellentExcellent21020
June 200675.0Functionally obsoleteExcellentExcellentExcellent23100
October 200575.0Functionally obsoleteExcellentExcellentExcellent23100
June 200475.0Not deficientExcellentExcellentExcellent23100
May 200375.0Not deficientExcellentExcellentExcellent23100
May 200275.0Not deficientExcellentExcellentExcellent275850
July 200077.0Not deficientExcellentExcellentExcellent275850
200077.0Not deficient---275850