SR-14 over 77-1409 (BROADWAY AVE.)


+41.47583, -81.66028
41°28'33" N, 81°39'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR-14 over 77-1409 (BROADWAY AVE.)
Structure number:1806661
Location:JCT. SR-14 AT I-77
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:171.9 ft. [52.4 m]
Total length:296.9 ft. [90.5 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:63°
Owner:State Highway Agency [01]
Year built:1963
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 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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:11,090 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.9
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,100,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201566.9Functionally obsoleteVery GoodGoodSatisfactory11090
November 201466.9Functionally obsoleteVery GoodGoodSatisfactory11090
November 201366.9Functionally obsoleteGoodGoodSatisfactory11090
October 201266.9Functionally obsoleteGoodGoodSatisfactory11090
October 201167.9Functionally obsoleteGoodGoodSatisfactory11090
November 201066.3Functionally obsoleteGoodGoodSatisfactory22170
August 200966.3Functionally obsoleteGoodGoodSatisfactory22170
August 200866.3Functionally obsoleteGoodGoodSatisfactory22170
November 200766.3Functionally obsoleteGoodGoodSatisfactory22170
December 200666.3Functionally obsoleteGoodGoodSatisfactory22170
September 200566.3Functionally obsoleteGoodGoodSatisfactory22170
December 200466.6Functionally obsoleteGoodGoodSatisfactory20200
October 200366.6Functionally obsoleteGoodGoodSatisfactory20200
November 200266.6Functionally obsoleteGoodVery GoodSatisfactory20200
August 200166.6Functionally obsoleteGoodVery GoodSatisfactory20200
July 200067.6Functionally obsoleteGoodVery GoodSatisfactory13258
October 199967.6Functionally obsoleteGoodVery GoodSatisfactory13258
December 199867.6Functionally obsoleteVery GoodVery GoodGood13258
October 199767.6Functionally obsoleteVery GoodVery GoodGood13258
December 199667.6Functionally obsoleteVery GoodVery GoodGood13258
February 199664.9Structurally deficientPoorGoodGood13258
September 199466.9Functionally obsoleteFairVery GoodVery Good13258
November 199368.0Functionally obsoleteSatisfactoryVery GoodVery Good13125
June 199256.6Functionally obsoleteSatisfactoryVery GoodFair13125
October 199164.9Structurally deficientPoorGoodSatisfactory13125