Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201578.6Not deficientGoodVery GoodSatisfactory6348
July 201378.6Not deficientGoodVery GoodSatisfactory6348
July 201178.6Not deficientVery GoodVery GoodSatisfactory6348
November 201016.8Structurally deficientFairCriticalFair6348
November 200916.8Structurally deficientFairCriticalFair6348
November 200816.8Structurally deficientFairCriticalFair6348
November 200716.8Structurally deficientFairCriticalFair6348
November 200559.9Functionally obsoleteFairFairFair6348
November 200360.9Functionally obsoleteFairFairFair6348
November 200148.6Structurally deficientFairFairPoor6348
December 199948.6Structurally deficientFairFairPoor6348
January 199876.2Functionally obsolete-GoodSatisfactory6348
February 199676.4Not deficient-GoodSatisfactory6348
March 199476.4Not deficient-Very GoodSatisfactory6348
October 199376.4Not deficient-Very GoodSatisfactory6348
October 199176.4Not deficient-Very GoodSatisfactory6348