Share: 
500 NORTH ST. -CO. over ASHLEY CREEK
Map
Coordinates:
+40.46337, -109.49894
40°27'48" N, 109°29'56" W
+40.46337, -109.49894
40°27'48" N, 109°29'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 500 NORTH ST. -CO. over ASHLEY CREEK |
| Structure number: | 047065F |
| Location: | 1550 EAST 500 NORTH ST. |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 140.1 ft. [42.7 m] |
| Total length: | 143.7 ft. [43.8 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
| Skew angle: | 20° |
| Owner: | County Highway Agency [02] |
| Year built: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,512 [as of 2010] |
| Truck traffic: | 40% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 90.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Good | Good | Good | Good | 1512 | 90.9 |
| April 2016 | Good | Good | Good | Very Good | 1512 | 90.9 |
| April 2014 | Fair | Good | Satisfactory | Very Good | 1512 | 90.9 |
| April 2012 | Fair | Very Good | Satisfactory | Very Good | 1512 | 95.3 |
| March 2010 | Good | Very Good | Very Good | Very Good | 1512 | 95.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 707 | 706 | 1 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,725 | 6,525 | 200 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 113 | 81 | 32 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 292 | 0 | 292 | 0 | 0 |
© Copyright 2012-20, 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/1569693
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569693