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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 

Good/Fair/Poor Condition:Good
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]
Sufficiency rating:73.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201573.9GoodGoodVery GoodGoodFO16782
February 201373.9GoodGoodVery GoodGoodFO16782
February 201174.2GoodVery GoodVery GoodGood-16109
February 200974.2GoodVery GoodVery GoodVery Good-16109
February 200773.3GoodVery GoodVery GoodVery Good-18478
February 200573.4GoodVery GoodVery GoodVery Good-18295
February 200372.6GoodVery GoodVery GoodVery Good-20361