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TALL PINES ROAD over DAWSON CREEK
Map
Coordinates:
+47.60361, -116.87111
47°36'13" N, 116°52'16" W
+47.60361, -116.87111
47°36'13" N, 116°52'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TALL PINES ROAD over DAWSON CREEK |
| Structure number: | 000000000030493 |
| Location: | 6 S. 5 W. COEUR D'ALENE |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 41.0 ft. [12.5 m] |
| Total length: | 43.0 ft. [13.1 m] |
| Roadway width between curbs: | 29.5 ft. [9.0 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Skew angle: | 10° |
| Owner: | Other Local Agencies [25] |
| Year built: | 2009 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Prestressed concrete [5] |
| 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: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 200 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 97.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Good | Good | Very Good | 200 | 97.9 |
| August 2014 | Good | Very Good | Very Good | Very Good | 200 | 97.9 |
| August 2012 | Good | Very Good | Very Good | Very Good | 200 | 97.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 252 | 252 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,376 | 1,202 | 174 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 74 | 73 | 1 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 48 | 48 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 86 | 86 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 320 | 320 | 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/1648259
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1648259