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SR-176 JENNINGS FW over CRESTLINE AVE

Map 

Coordinates:
+41.44500, -81.68750
41°26'42" N, 81°41'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-176 JENNINGS FW over CRESTLINE AVE
Structure number:1810162
Location:2 MI NORTH OF IR-480
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:61.0 ft. [18.6 m]
Total length:161.1 ft. [49.1 m]
Roadway width between curbs:122.1 ft. [37.2 m]
Deck width edge-to-edge:124.0 ft. [37.8 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:71,209 [as of 2010]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201589.0Functionally obsoleteVery GoodVery GoodGood71209
April 201489.0Functionally obsoleteVery GoodVery GoodGood71209
April 201389.0Functionally obsoleteVery GoodVery GoodGood71209
April 201289.0Functionally obsoleteVery GoodVery GoodGood71209
February 201189.0Functionally obsoleteVery GoodVery GoodGood71209
March 201088.9Functionally obsoleteVery GoodVery GoodGood72710
May 200988.9Functionally obsoleteVery GoodVery GoodGood72710
May 200888.9Functionally obsoleteVery GoodVery GoodGood72710
May 200788.9Functionally obsoleteVery GoodVery GoodGood72710
August 200688.9Functionally obsoleteVery GoodVery GoodGood72710
August 200588.9Not deficientVery GoodVery GoodGood72710
July 200494.1Not deficientVery GoodVery GoodGood62480
April 200394.1Not deficientGoodVery GoodGood62480
May 200294.1Not deficientGoodVery GoodGood62480
July 200095.8Not deficientGoodVery GoodVery Good45050
November 199995.8Not deficientGoodVery GoodVery Good45050