US64 WBL over SR1116
Map
Coordinates:
+35.89332, -76.3495835°53'36" N, 76°20'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US64 WBL over SR1116 |
Structure number: | 000000001770092 |
Location: | @ JCT SR1116 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 215.9 ft. [65.8 m] |
Roadway width between curbs: | 37.4 ft. [11.4 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
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: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,580 [as of 2013] |
Truck traffic: | 14% 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 2580 | 94.7 |
February 2016 | Good | Good | Very Good | Very Good | 2600 | 94.7 |
February 2014 | Good | Good | Very Good | Very Good | 2600 | 94.7 |
February 2012 | Good | Good | Good | Good | 2450 | 94.8 |
March 2010 | Good | Good | Very Good | Good | 3200 | 94.7 |
February 2008 | Good | Excellent | Excellent | Excellent | 3700 | 99.7 |
November 2005 | Good | Excellent | Excellent | Excellent | 3700 | 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 |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,055 | 1,009 | 46 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,745 | 7,741 | 1,003 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 150 | 147 | 3 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 16 | 16 | 0 | 0 | 0 |
Steel Pile | each | 25 | 25 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 218 | 218 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 782 | 742 | 0 | 40 | 0 |
Joints |
Pourable Joint | linear ft. | 106 | 106 | 0 | 0 | 0 |
Compression Joint | linear ft. | 98 | 0 | 96 | 1 | 1 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 60 | 60 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 436 | 433 | 3 | 0 | 0 |