US13 17 NBL over CONINE CREEK
Map
Coordinates:
+35.89034, -77.0196435°53'25" N, 77°01'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US13 17 NBL over CONINE CREEK |
Structure number: | 000000000150035 |
Location: | 1.6 MI.S. OF JCT.SR1521 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 751.0 ft. [228.9 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | 34 |
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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,500 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
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: | 70.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Fair | 6500 | 70.9 |
September 2016 | Fair | Good | Good | Fair | 5500 | 84.4 |
September 2014 | Fair | Good | Good | Fair | 5500 | 84.4 |
September 2012 | Fair | Fair | Fair | Fair | 4950 | 83.5 |
September 2010 | Fair | Fair | Fair | Satisfactory | 6000 | 83.3 |
September 2008 | Fair | Fair | Satisfactory | Satisfactory | 5000 | 94.5 |
December 2006 | Fair | Fair | Fair | Satisfactory | 4950 | 83.5 |
July 2004 | Fair | Fair | Fair | Satisfactory | 4950 | 83.5 |
September 2002 | Fair | Fair | Fair | Satisfactory | 5000 | 83.5 |
September 2000 | Fair | Fair | Fair | Satisfactory | 4750 | 83.5 |
August 1998 | Fair | Fair | Fair | Satisfactory | 4450 | 83.5 |
May 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 8000 | 94.4 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 752 | 751 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 27,394 | 27,323 | 46 | 25 | 0 |
Substructure |
Prestressed Concrete Column | each | 6 | 0 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 94 | 60 | 1 | 33 | 0 |
Prestressed Concrete Pile | each | 192 | 0 | 187 | 5 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,295 | 672 | 507 | 116 | 0 |
Joints |
Pourable Joint | linear ft. | 360 | 360 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,504 | 168 | 18 | 1,318 | 0 |