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US 277 NB over MAIN STREET
Map
Coordinates:
+33.57917, -99.26028
33°34'45" N, 99°15'37" W
+33.57917, -99.26028
33°34'45" N, 99°15'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 277 NB over MAIN STREET |
| Structure number: | 030120015615112 |
| Location: | 0.76 MI N OF US 183/283 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 214.9 ft. [65.5 m] |
| Roadway width between curbs: | 38.1 ft. [11.6 m] |
| Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,600 [as of 2015] |
| Truck traffic: | 25% 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: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Good | Good | 2600 | 98.0 |
| October 2015 | Good | Good | Good | Very Good | 2600 | 98.0 |
| October 2013 | Good | Good | Good | Very Good | 2600 | 98.0 |
| November 2011 | Good | Good | Good | Very Good | 2600 | 98.0 |
| October 2009 | Good | Good | Very Good | Very Good | 2600 | 98.0 |
| December 2008 | Good | Very Good | Very Good | Very Good | 2600 | 98.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 1,075 | 1,073 | 0 | 2 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 8,600 | 8,595 | 5 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 80 | 80 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 80 | 80 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 430 | 429 | 0 | 1 | 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/1522574
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1522574