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SR14 over SR-14EB BROADWAY AVE

Map 

Coordinates:
+41.44278, -81.62250
41°26'34" N, 81°37'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR14 over SR-14EB BROADWAY AVE
Structure number:1801716
Location:APPROX .5MI S HARVARD BLV
Purpose:Carries highway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:77.1 ft. [23.5 m]
Total length:271.0 ft. [82.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:18,988 [as of 2002]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201575.5Functionally obsoleteSatisfactoryGoodGood18988
December 201475.5Functionally obsoleteSatisfactoryGoodGood18988
November 201375.5Functionally obsoleteSatisfactoryGoodGood18988
September 201275.5Functionally obsoleteSatisfactoryGoodSatisfactory18988
October 201175.5Functionally obsoleteSatisfactoryGoodSatisfactory18988
November 201075.5Functionally obsoleteSatisfactoryGoodSatisfactory18988
December 200975.5Functionally obsoleteSatisfactoryGoodSatisfactory18988
December 200875.5Functionally obsoleteSatisfactoryGoodSatisfactory18988
October 200775.5Functionally obsoleteSatisfactoryGoodSatisfactory18988
July 200675.5Functionally obsoleteSatisfactoryGoodSatisfactory18988
September 200575.5Functionally obsoleteSatisfactoryGoodSatisfactory18988
August 200477.6Functionally obsoleteSatisfactoryGoodGood18988
August 200277.6Functionally obsoleteSatisfactoryGoodGood18988
July 200080.8Functionally obsoleteSatisfactoryGoodGood1000
September 199980.8Functionally obsoleteSatisfactoryGoodSatisfactory1000
August 199780.8Functionally obsoleteSatisfactoryGoodGood1000
November 199680.8Functionally obsoleteSatisfactoryGoodGood1000
August 199577.8Functionally obsoleteSatisfactoryGoodGood1000
June 199477.8Functionally obsoleteSatisfactoryVery GoodGood1000
May 199377.8Functionally obsoleteFairGoodGood1000
June 199277.7Functionally obsoleteSatisfactoryGoodGood6618
May 199177.7Functionally obsoleteSatisfactoryGoodGood6618