Share: 
ROUTE 60 over WEST END
Map
Coordinates:
+40.44400, -80.02962
40°26'38" N, 80°01'47" W
+40.44400, -80.02962
40°26'38" N, 80°01'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ROUTE 60 over WEST END |
| Structure number: | 000000000045188 |
| Old structure number: | 020060000400000 (from 1992 edition) |
| Location: | BTWN MAIN AND STEUBEN STS |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 95.1 ft. [29.0 m] |
| Total length: | 98.1 ft. [29.9 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
| Skew angle: | 40° |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: January 2015
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30,565 [as of 2015] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 92.8 tons [84.4 metric tons] |
| Inventory rating: | 46.9 tons [42.6 metric tons] |
| Sufficiency rating: | 81.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| January 2015 | 81.0 | Good | Good | Very Good | Very Good | - | 30565 |
| January 2013 | 81.0 | Good | Very Good | Very Good | Very Good | - | 30902 |
| January 2011 | 81.0 | Good | Very Good | Very Good | Very Good | - | 8706 |
| January 2009 | 81.0 | Good | Excellent | Excellent | Excellent | - | 8580 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
| Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 930 | 930 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,626 | 3,626 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 160 | 160 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 96 | 0 | 96 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 192 | 192 | 0 | 0 | 0 |
© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1455351
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1455351