I-70 WESTBOUND over 98TH ST
Map
Coordinates:
+39.10700, -94.8070939°06'25" N, 94°48'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | I-70 WESTBOUND over 98TH ST |
Structure number: | 999907001052093 |
Location: | 0.22 MI. E JCT I-435 I-70 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 148.6 ft. [45.3 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 57.7 ft. [17.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 29,950 [as of 2014] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 67.9 tons [61.7 metric tons] |
Inventory rating: | 39.9 tons [36.3 metric tons] |
Sufficiency rating: | 94.2 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $287,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2015 | 94.2 | Good | Good | Very Good | Very Good | - | 29950 |
June 2013 | 94.2 | Good | Good | Very Good | Very Good | - | 29950 |
May 2011 | 94.5 | Good | Good | Very Good | Very Good | - | 26700 |
May 2009 | 94.5 | Good | Good | Very Good | Very Good | - | 26450 |
June 2007 | 94.4 | Good | Very Good | Very Good | Very Good | - | 28100 |
June 2005 | 94.6 | Good | Very Good | Very Good | Very Good | - | 25800 |
June 2003 | 94.8 | Good | Very Good | Very Good | Very Good | - | 23450 |
August 2001 | 94.8 | Good | Very Good | Very Good | Very Good | - | 23100 |
November 1999 | 94.9 | Good | Very Good | Very Good | Very Good | - | 22630 |
August 1997 | 67.4 | Good | Very Good | Very Good | Very Good | SD | 18915 |
July 1995 | 67.5 | Good | Very Good | Very Good | Good | SD | 17945 |
March 1995 | 95.8 | Good | Very Good | Very Good | Very Good | - | 16630 |
June 1994 | 96.9 | Good | Very Good | Very Good | Good | - | 14515 |
June 1993 | 96.9 | Good | Very Good | Very Good | Good | - | 14040 |
June 1992 | 97.1 | Good | Very Good | Very Good | Very Good | - | 12450 |
August 1991 | 96.9 | Good | Very Good | Very Good | Very Good | - | 14040 |