Share: 
800 SOUTH ST. over SEVIER RIVER
Map
Coordinates:
+38.15714, -112.27786
38°09'26" N, 112°16'40" W
+38.15714, -112.27786
38°09'26" N, 112°16'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 800 SOUTH ST. over SEVIER RIVER |
| Structure number: | 031013C |
| Location: | 800 SO.ST.IN CIRCLEVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 35.4 ft. [10.8 m] |
| Total length: | 36.4 ft. [11.1 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
| Skew angle: | 57° |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 25 [as of 2010] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 74.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Fair | Satisfactory | Satisfactory | Good | 25 | 74.2 |
| May 2016 | Good | Good | Good | Good | 25 | 74.2 |
| May 2014 | Good | Very Good | Good | Very Good | 25 | 100.0 |
| May 2012 | Good | Very Good | Very Good | Very Good | 25 | 100.0 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 207 | 0 | 207 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,150 | 748 | 402 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 80 | 40 | 40 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 12 | 0 | 0 | 12 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 69 | 35 | 34 | 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/1664790
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1664790