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SH 78 over SCORPION CREEK
Map
Coordinates:
+43.29972, -116.56500
43°17'59" N, 116°33'54" W
+43.29972, -116.56500
43°17'59" N, 116°33'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 78 over SCORPION CREEK |
| Structure number: | 000000000034025 |
| Location: | 5.7 N 0.6 W MURPHY |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 57.1 ft. [17.4 m] |
| Roadway width between curbs: | 33.1 ft. [10.1 m] |
| Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
| Skew angle: | 11° |
| Owner: | State Highway Agency [01] |
| Year built: | 2013 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 960 [as of 2015] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| 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: | 94.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2017 | Good | Very Good | Very Good | Very Good | 960 | 94.7 |
| February 2015 | Good | Very Good | Very Good | Very Good | 900 | 95.0 |
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 Closed Web/Box Girder | linear ft. | 513 | 513 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 2,052 | 2,052 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,898 | 1,898 | 0 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 1,898 | 1,718 | 135 | 45 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 85 | 85 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 114 | 114 | 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/1669705
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1669705