Share:

SHALER ST over SAW MILL RUN CREEK

Map 

Coordinates:
+40.43258, -80.02994
40°25'57" N, 80°01'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHALER ST over SAW MILL RUN CREEK
Structure number:000000000002449
Old structure number:027301000030970 (from 1992 edition)
Location:301097 IN WEST END
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Owner:City or Municipal Highway Agency [04]
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:1,350 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry 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 minimum criteria [6]
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:55.9 tons [50.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:50.3
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201550.3Structurally deficientFairFairPoor1350
October 201350.3Structurally deficientFairFairPoor1350
October 201150.3Structurally deficientFairFairPoor1350
October 200950.3Structurally deficientFairFairPoor1350
February 200950.3Structurally deficientFairFairPoor1350
October 200750.3Structurally deficientFairFairPoor1350
October 200550.1Structurally deficientFairFairPoor1350
November 200350.1Structurally deficientFairFairPoor1350
November 200150.1Structurally deficientFairFairPoor1350
December 199942.9Structurally deficientFairFairPoor1350
January 199842.9Structurally deficientFairFairPoor1350
August 199543.0Structurally deficientFairFairPoor1350
August 199343.0Structurally deficientFairFairPoor1350
August 199151.8Structurally deficientFairFairPoor1300