SADDLE RD over UNMD STRM(53 MI BR)
Map
Coordinates:
+19.92752, -155.6798919°55'39" N, 155°40'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SADDLE RD over UNMD STRM(53 MI BR) |
Structure number: | 001002010901164 |
Location: | TMK:6-7-01 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 18.0 ft. [5.5 m] |
Total length: | 39.0 ft. [11.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1942 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,020 [as of 2007] |
Deck condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 72.2 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $225,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | - | Satisfactory | 1020 | 72.2 |
February 2016 | Good | Good | - | Good | 1020 | 72.2 |
February 2014 | Fair | Good | Satisfactory | Good | 1020 | 72.2 |
February 2012 | Fair | Good | Satisfactory | Good | 1640 | 68.5 |
February 2010 | Fair | Good | Satisfactory | Good | 1640 | 68.5 |
February 2008 | Fair | Good | Satisfactory | Good | 1640 | 68.5 |
February 2006 | Fair | Good | Satisfactory | Good | 1640 | 67.3 |
September 2000 | Fair | Good | Satisfactory | Good | 1640 | 68.3 |
October 1997 | Fair | Good | Satisfactory | Good | 1640 | 68.3 |
July 1995 | Fair | Good | Satisfactory | Good | 1640 | 65.1 |
October 1993 | Fair | Good | Satisfactory | Good | 1640 | 65.1 |
October 1991 | Fair | Good | Satisfactory | Good | 1640 | 65.1 |
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 Pier Wall | linear ft. | 28 | 25 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 60 | 40 | 20 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 78 | 78 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,092 | 0 | 1,092 | 0 | 0 |