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BOX CAR BRIDGE RD over WILLOW CREEK
Map
Coordinates:
+40.02722, -109.73278
40°01'38" N, 109°43'58" W
+40.02722, -109.73278
40°01'38" N, 109°43'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BOX CAR BRIDGE RD over WILLOW CREEK |
| Structure number: | 047078C |
| Location: | 3.5 MILES SW. OF SR-88 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 68.9 ft. [21.0 m] |
| Total length: | 70.5 ft. [21.5 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| 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: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 2013] |
| Truck traffic: | 70% 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: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 87.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Good | Very Good | Very Good | Good | 1000 | 87.5 |
| April 2016 | Good | Very Good | Very Good | Very Good | 1000 | 87.5 |
| April 2014 | Good | Very Good | Very Good | Excellent | 1000 | 87.5 |
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. | 560 | 560 | 0 | 0 | 0 |
| Substructure | ||||||
| Steel Column | each | 10 | 0 | 10 | 0 | 0 |
| Steel Abutment | linear ft. | 64 | 49 | 15 | 0 | 0 |
| Steel Pier Cap | linear ft. | 64 | 0 | 64 | 0 | 0 |
| Deck | ||||||
| Corrugated or Orthotropic Deck | sq. ft. | 2,240 | 2,240 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 140 | 128 | 12 | 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/1679202
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1679202