Share: 
SMITH HOLLOW RD. over TUCANNON RIVER
Map
Coordinates:
+46.50493, -118.06499
46°30'18" N, 118°03'54" W
+46.50493, -118.06499
46°30'18" N, 118°03'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SMITH HOLLOW RD. over TUCANNON RIVER |
| Structure number: | 087684000000000 |
| Location: | 0.1 S JCT SR 261 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 115.2 ft. [35.1 m] |
| Total length: | 121.1 ft. [36.9 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Skew angle: | 5° |
| Owner: | County Highway Agency [02] |
| Year built: | 2008 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2015] |
| Truck traffic: | 20% 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: | Better than present minimum criteria [7] |
| 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: | 99.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Very Good | Very Good | Very Good | 100 | 99.8 |
| October 2015 | Good | Very Good | Very Good | Very Good | 100 | 99.8 |
| April 2014 | Good | Very Good | Very Good | Very Good | 100 | 99.8 |
| April 2012 | Good | Very Good | Very Good | Very Good | 100 | 99.8 |
| April 2010 | Good | Very Good | Very Good | Very Good | 100 | 99.8 |
| August 2008 | Good | Very Good | Very Good | Very Good | 100 | 99.8 |
© 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/1596281
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1596281