Share:

SAW MILL RUN BL over SAW MILL RUN

Map 

Coordinates:
+40.40000, -80.16667
40°23'60" N, 80°10'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SAW MILL RUN BL over SAW MILL RUN
Structure number:000000000040479
Old structure number:020051038608600 (from 1992 edition)
Location:NEAR BAUSMAN ST
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:11,152 [as of 2015]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:109.8 tons [99.8 metric tons]
Sufficiency rating:97.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201597.4Not deficient---11152
August 201399.8Not deficient---1040
August 201199.8Not deficient---1073
August 200999.8Not deficient---1085
August 200789.2Not deficient---1085
August 200570.0Not deficient---54186
August 200376.1Not deficient---31203
August 200176.4Not deficient---30109
August 199976.4Not deficient---30109