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US 277 NB over BRAZOS RIVER
Map
Coordinates:
+33.57912, -99.26937
33°34'45" N, 99°16'10" W
+33.57912, -99.26937
33°34'45" N, 99°16'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 277 NB over BRAZOS RIVER |
| Structure number: | 030120015615016 |
| Location: | 0.2 MI N OF US 183/283 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 180.1 ft. [54.9 m] |
| Total length: | 970.2 ft. [295.7 m] |
| Roadway width between curbs: | 38.1 ft. [11.6 m] |
| Deck width edge-to-edge: | 40.0 ft. [12.2 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] |
| Main span material: | Steel [3] |
| Main span 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: | Very Good [8 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] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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: | 97.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Very Good | Good | 2600 | 97.8 |
| October 2015 | Fair | Good | Very Good | Satisfactory | 2600 | 97.8 |
| October 2013 | Good | Good | Very Good | Very Good | 2600 | 97.8 |
| November 2011 | Good | Good | Very Good | Very Good | 2600 | 97.8 |
| October 2009 | Good | Good | Very Good | Very Good | 2600 | 97.8 |
| December 2008 | Good | Very Good | Very Good | Very Good | 2600 | 97.8 |
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. | 900 | 900 | 0 | 0 | 0 |
| Prestressed Concrete Girder/Beam | linear ft. | 3,450 | 3,450 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 38,800 | 38,798 | 2 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 524 | 520 | 4 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 80 | 40 | 40 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 320 | 320 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 110 | 110 | 0 | 0 | 0 |
| Movable Bearing | each | 5 | 5 | 0 | 0 | 0 |
| Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 1,940 | 1,939 | 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/1522568
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1522568