US-1 SB (SR-15) over LITTLE MILLS CREEK
Map
Coordinates:
+30.57770, -81.8336330°34'40" N, 81°50'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-1 SB (SR-15) over LITTLE MILLS CREEK |
Structure number: | 740108 |
Location: | 0.8 MILE N. OF US-301 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 24.3 ft. [7.4 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,800 [as of 2016] |
Truck traffic: | 19% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 6800 | 99.4 |
April 2015 | Good | Good | Good | Good | 6250 | 99.4 |
April 2013 | Good | Good | Good | Good | 6450 | 99.4 |
April 2011 | Good | Good | Good | Good | 6300 | 99.4 |
April 2009 | Good | Good | Good | Good | 7550 | 99.3 |
April 2007 | Good | Good | Good | Good | 8500 | 99.2 |
April 2005 | Good | Good | Good | Good | 7650 | 99.6 |
March 2003 | Good | Good | Good | Good | 6250 | 99.7 |
April 2001 | Good | Very Good | Very Good | Very Good | 6850 | 99.7 |
July 1999 | Good | Very Good | Very Good | Very Good | 5800 | 99.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 85 | 82 | 3 | 0 | 0 |
Prestressed Concrete Pile | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 127 | 123 | 2 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 79 | 48 | 31 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 192 | 181 | 11 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,067 | 3,762 | 201 | 104 | 0 |