Share: 
1500 WEST ST. over ASHLEY CREEK
Map
Coordinates:
+40.47942, -109.55764
40°28'46" N, 109°33'28" W
+40.47942, -109.55764
40°28'46" N, 109°33'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 1500 WEST ST. over ASHLEY CREEK |
| Structure number: | 047071C |
| Location: | 1600 NORTH 1500 WEST ST. |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 104.7 ft. [31.9 m] |
| Total length: | 107.6 ft. [32.8 m] |
| Roadway width between curbs: | 42.0 ft. [12.8 m] |
| Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
| Skew angle: | 3° |
| Owner: | County Highway Agency [02] |
| Year built: | 2013 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 347 [as of 2010] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Good | Very Good | Very Good | Good | 347 | 98.9 |
| April 2016 | Good | Very Good | Very Good | Very Good | 347 | 98.9 |
| April 2014 | Good | Very Good | Excellent | Excellent | 347 | 99.9 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 628 | 628 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,742 | 4,692 | 50 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 90 | 90 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 45 | 0 | 0 | 45 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 290 | 290 | 0 | 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/1679195
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1679195