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INT. 400 E. MAIN over PLEASANT CREEK
Map
Coordinates:
+39.54692, -111.44783
39°32'49" N, 111°26'52" W
+39.54692, -111.44783
39°32'49" N, 111°26'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | INT. 400 E. MAIN over PLEASANT CREEK |
| Structure number: | 039036D |
| Location: | 400 E. MAIN, MT. PLEASANT |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 36.7 ft. [11.2 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 188.7 ft. [57.5 m] |
| Skew angle: | 52° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Frame [07] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 220 [as of 2010] |
| Truck traffic: | 2% 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: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Good | Good | 220 | 100.0 |
| March 2016 | Good | Good | Good | Good | 220 | 100.0 |
| March 2014 | Good | Very Good | Very Good | Very Good | 220 | 100.0 |
| March 2012 | Good | Very Good | Very Good | Very Good | 220 | 100.0 |
| March 2010 | Good | Very Good | Very Good | Very Good | 220 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 377 | 374 | 0 | 3 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 4,273 | 2,173 | 2,100 | 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/1569450
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569450