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COLERAIN ST over SAW MILL RUN STREAM

Map

Coordinates:
+40.39628, -79.99821
40°23'47" N, 79°59'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COLERAIN ST over SAW MILL RUN STREAM
Structure number:000000000002390
Old structure number:027301000028560 (from 1992 edition)
Location:SW06 SAW MILL RUN NO. 6
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1920
Year reconstructed:2011
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:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,348 [as of 2005]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:108.8 tons [98.9 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Sufficiency rating:78.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201578.6FairGoodVery GoodSatisfactory-6348
July 201378.6FairGoodVery GoodSatisfactory-6348
July 201178.6FairVery GoodVery GoodSatisfactory-6348
November 201016.8PoorFairCriticalFairSD6348
November 200916.8PoorFairCriticalFairSD6348
November 200816.8PoorFairCriticalFairSD6348
November 200716.8PoorFairCriticalFairSD6348
November 200559.9FairFairFairFairFO6348
November 200360.9FairFairFairFairFO6348
November 200148.6PoorFairFairPoorSD6348
December 199948.6PoorFairFairPoorSD6348
January 199876.2Fair-GoodSatisfactoryFO6348
February 199676.4Fair-GoodSatisfactory-6348
March 199476.4Fair-Very GoodSatisfactory-6348
October 199376.4Fair-Very GoodSatisfactory-6348
October 199176.4Fair-Very GoodSatisfactory-6348