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


Structure number:3136728
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.1 ft. [11.6 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1929
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: April 2016 

Status:Open, no restriction [A]
Average daily traffic:40,281 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:66.7 tons [60.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$15,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201676.1Functionally obsoleteGoodVery GoodGood40281
April 201579.5Functionally obsoleteGoodGoodGood12800
March 201479.5Functionally obsoleteGoodGoodGood12800
March 201379.5Functionally obsoleteGoodGoodGood12800
March 201279.5Functionally obsoleteGoodVery GoodGood12800
May 201079.5Functionally obsoleteVery GoodVery GoodVery Good12800
April 200979.5Functionally obsoleteVery GoodVery GoodVery Good12800
April 200879.5Functionally obsoleteVery GoodVery GoodVery Good12800
May 200779.5Functionally obsoleteVery GoodVery GoodVery Good12800
May 200679.5Functionally obsoleteVery GoodVery GoodVery Good12800
February 200579.5Functionally obsoleteVery GoodVery GoodVery Good12800
January 200379.5Functionally obsoleteVery GoodVery GoodVery Good12800
November 200179.5Functionally obsoleteVery GoodVery GoodVery Good12800
January 200079.5Not deficientVery GoodVery GoodVery Good12800
February 199979.5Not deficientVery GoodVery GoodVery Good12800
December 199579.5Not deficientVery GoodExcellentVery Good12800
November 199376.8Not deficientVery GoodExcellentVery Good12800
December 199276.8Not deficientVery GoodExcellentVery Good12800
March 199269.1Functionally obsoleteExcellentExcellentVery Good12800
December 199056.7Functionally obsoleteFairFairSatisfactory12800