NB-I680 BRG#6 over I80/SBCD-E/RP10-11 WBCD
Map
Coordinates:
+41.22415, -96.0859941°13'27" N, 96°05'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | NB-I680 BRG#6 over I80/SBCD-E/RP10-11 WBCD |
Structure number: | S680 00017R |
Location: | I80/I680 INTRCHG |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 159.1 ft. [48.5 m] |
Total length: | 1140.1 ft. [347.5 m] |
Roadway width between curbs: | 62.0 ft. [18.9 m] |
Deck width edge-to-edge: | 64.6 ft. [19.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 55° |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
Year reconstructed: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 9 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 66,365 [as of 2013] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 91.9 tons [83.5 metric tons] |
Inventory rating: | 54.9 tons [49.9 metric tons] |
Sufficiency rating: | 94.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2017 | 94.0 | Good | Very Good | Very Good | Good | - | 66365 |
March 2015 | 94.0 | Fair | Satisfactory | Very Good | Good | - | 66365 |
March 2013 | 94.0 | Fair | Satisfactory | Very Good | Good | - | 66365 |
February 2011 | 94.0 | Fair | Satisfactory | Excellent | Good | - | 65978 |
March 2009 | 94.0 | Good | Very Good | Excellent | Good | - | 70090 |
March 2007 | 94.0 | Good | Very Good | Excellent | Very Good | - | 70125 |
March 2005 | 94.0 | Good | Excellent | Excellent | Excellent | - | 48210 |
July 2003 | 94.0 | Good | Excellent | Excellent | Excellent | - | 48500 |
April 2001 | 94.0 | Good | Excellent | Excellent | Excellent | - | 46078 |
July 1999 | 94.0 | Good | Excellent | Excellent | Excellent | - | 44955 |
June 1997 | 94.0 | Good | Excellent | Excellent | Excellent | - | 42740 |
August 1995 | 95.0 | Good | Excellent | Excellent | Excellent | - | 82200 |
August 1994 | 95.0 | Good | Excellent | Excellent | Excellent | - | 78285 |
July 1993 | 45.9 | Poor | Fair | Fair | Poor | SD | 38530 |
December 1991 | 46.9 | Poor | Satisfactory | Satisfactory | Poor | SD | 34877 |