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US 35 NB over 5&20 MILE CREEK & CR 15
Map
Coordinates:
+38.55568, -82.00084
38°33'20" N, 82°00'03" W
+38.55568, -82.00084
38°33'20" N, 82°00'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 35 NB over 5&20 MILE CREEK & CR 15 |
| Structure number: | 00000000040A157 |
| Location: | 1.17 M. N. OF CR 19 |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 153.9 ft. [46.9 m] |
| Total length: | 573.2 ft. [174.7 m] |
| Roadway width between curbs: | 37.7 ft. [11.5 m] |
| Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
| Vertical clearance below bridge: | 65.6 ft. [20.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans 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: February 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,705 [as of 2016] |
| Truck traffic: | 27% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2018 | Fair | Good | Good | Satisfactory | 8705 | 98.0 |
| February 2016 | Fair | Good | Good | Satisfactory | 6850 | 98.0 |
| January 2014 | Fair | Very Good | Very Good | Satisfactory | 6450 | 98.0 |
| January 2012 | Good | Very Good | Very Good | Good | 6450 | 98.0 |
| January 2010 | Good | Excellent | Excellent | Excellent | 6250 | 97.4 |
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. | 2,272 | 2,272 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 37,724 | 37,516 | 208 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 23,288 | 23,063 | 0 | 225 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 82 | 41 | 41 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 120 | 114 | 6 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 16 | 8 | 0 | 8 | 0 |
| Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 568 | 564 | 0 | 0 | 4 |
| Reinforced Concrete Bridge Rail | linear ft. | 1,136 | 753 | 380 | 1 | 2 |
© 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/1616638
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1616638