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US70 EBL over BEAR CREEK
Map
Coordinates:
+35.29638, -77.80744
35°17'47" N, 77°48'27" W
+35.29638, -77.80744
35°17'47" N, 77°48'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US70 EBL over BEAR CREEK |
| Structure number: | 000000001070011 |
| Location: | 1.0MI.E. OF JCT.SR1323 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 270.0 ft. [82.3 m] |
| Roadway width between curbs: | 49.2 ft. [15.0 m] |
| Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
| Skew angle: | 50° |
| Owner: | State Highway Agency [01] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| 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 2010
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,000 [as of 2008] |
| Truck traffic: | 14% 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: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 96.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2010 | Good | Good | Good | Very Good | 8000 | 96.1 |
| January 1998 | Poor | Satisfactory | Very Good | Serious | 6950 | 33.7 |
| December 1991 | Fair | Good | Very Good | Satisfactory | 9500 | 94.9 |
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. | 1,584 | 1,584 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 14,334 | 13,764 | 450 | 120 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 252 | 250 | 2 | 0 | 0 |
| Steel Pile | each | 30 | 30 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 336 | 331 | 5 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 166 | 0 | 83 | 83 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 72 | 72 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 540 | 490 | 50 | 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/1329638
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1329638