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COUNTY ROAD 38 over FISH CREEK
Map
Coordinates:
+37.72461, -108.23733
37°43'29" N, 108°14'14" W
+37.72461, -108.23733
37°43'29" N, 108°14'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD 38 over FISH CREEK |
| Structure number: | DOL-008 |
| Location: | 13 MI NE OF SH 145 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 119.8 ft. [36.5 m] |
| Total length: | 127.6 ft. [38.9 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
| Skew angle: | 10° |
| Owner: | County Highway Agency [02] |
| Year built: | 1995 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 114 [as of 2018] |
| Truck traffic: | 2% 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: | Equal to present desirable criteria [8] |
| 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: | 99.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Good | Good | Good | Very Good | 114 | 99.3 |
| June 2016 | Good | Good | Very Good | Very Good | 62 | 99.5 |
| June 2014 | Good | Good | Very Good | Very Good | 62 | 99.5 |
| June 2012 | Good | Good | Very Good | Very Good | 121 | 99.2 |
| June 2010 | Good | Good | Very Good | Very Good | 121 | 98.2 |
| June 2008 | Good | Good | Very Good | Very Good | 500 | 95.8 |
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. | 510 | 510 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,956 | 3,411 | 545 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 63 | 63 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 255 | 226 | 29 | 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/1066223
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1066223