US6 over SAND CREEK
Map
Coordinates:
+40.53754, -101.7634040°32'15" N, 101°45'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US6 over SAND CREEK |
Structure number: | S006 01619 |
Location: | 5.5W IMPERIAL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Skew angle: | 20° |
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] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,310 [as of 2012] |
Truck traffic: | 16% 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 100.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2016 | Fair | Good | Good | Satisfactory | 1310 | 100.0 |
June 2014 | Fair | Good | Good | Satisfactory | 1310 | 100.0 |
April 2012 | Fair | Good | Good | Satisfactory | 1175 | 100.0 |
April 2010 | Poor | Very Good | Very Good | Poor | 1500 | 73.0 |
April 2008 | Good | Very Good | Very Good | Very Good | 1500 | 100.0 |
April 2006 | Good | Very Good | Very Good | Excellent | 1415 | 100.0 |
October 2004 | Good | Very Good | Excellent | Excellent | 1295 | 100.0 |
April 2002 | Good | Very Good | Excellent | Excellent | 1155 | 100.0 |
October 2000 | Good | Excellent | Excellent | Excellent | 1210 | 100.0 |
October 1998 | Good | Excellent | Excellent | Excellent | 1210 | 100.0 |
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 |
Steel Abutment | linear ft. | 80 | 70 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 320 | 320 | 0 | 0 | 0 |
Steel Pile | each | 16 | 0 | 16 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 100 | 96 | 4 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 80 | 80 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 191 | 191 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,610 | 948 | 510 | 152 | 0 |