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LIBRARY RD over SAW MILL RUN

Map 

Coordinates:
+40.37500, -80.01667
40°22'30" N, 80°01'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LIBRARY RD over SAW MILL RUN
Structure number:000000000041841
Old structure number:020088017000010 (from 1992 edition)
Location:300'N.E. OF MCNEILLY RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:36.1 ft. [11.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:16,782 [as of 2014]
Truck traffic:3% 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 corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201573.9Functionally obsoleteGoodVery GoodGood16782
February 201373.9Functionally obsoleteGoodVery GoodGood16782
February 201174.2Not deficientVery GoodVery GoodGood16109
February 200974.2Not deficientVery GoodVery GoodVery Good16109
February 200773.3Not deficientVery GoodVery GoodVery Good18478
February 200573.4Not deficientVery GoodVery GoodVery Good18295
February 200372.6Not deficientVery GoodVery GoodVery Good20361