Share: 
SH 3 over SWAN CREEK
Map
Coordinates:
+47.45778, -116.61806
47°27'28" N, 116°37'05" W
+47.45778, -116.61806
47°27'28" N, 116°37'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 3 over SWAN CREEK |
| Structure number: | 000000000010121 |
| Location: | 11.2 S. ROSE LAKE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 58.1 ft. [17.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2014 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Frame [07] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,100 [as of 2015] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 96.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2016 | Good | Very Good | Very Good | Excellent | 1100 | 96.9 |
| November 2014 | Good | Excellent | Excellent | Excellent | 1100 | 96.9 |
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. | 116 | 116 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 50 | 50 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 366 | 366 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 1,450 | 1,325 | 125 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 675 | 675 | 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/1669633
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1669633