Share: 
I090 W over 279 AVE (FAS 6500)
Map
Coordinates:
+43.90886, -100.54677
43°54'32" N, 100°32'48" W
+43.90886, -100.54677
43°54'32" N, 100°32'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I090 W over 279 AVE (FAS 6500) |
| Structure number: | 000000038260178 |
| Location: | DRAPER INTERCHANGE |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 138.1 ft. [42.1 m] |
| Roadway width between curbs: | 38.1 ft. [11.6 m] |
| Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1970 |
| 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: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: February 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,070 [as of 2016] |
| Truck traffic: | 31% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 3070 | 98.0 |
| February 2015 | Fair | Fair | Satisfactory | Satisfactory | 2870 | 97.0 |
| February 2013 | Fair | Fair | Satisfactory | Satisfactory | 3310 | 97.0 |
| April 2011 | Fair | Fair | Satisfactory | Satisfactory | 3310 | 97.0 |
| February 2009 | Fair | Good | Good | Satisfactory | 3305 | 98.0 |
| March 2007 | Fair | Good | Good | Satisfactory | 3135 | 98.0 |
| January 2005 | Fair | Fair | Satisfactory | Satisfactory | 3050 | 97.0 |
| January 2003 | Fair | Satisfactory | Satisfactory | Good | 3240 | 98.0 |
| December 2000 | Fair | Satisfactory | Satisfactory | Good | 3130 | 98.0 |
| November 1998 | Fair | Satisfactory | Satisfactory | Good | 3045 | 98.0 |
| November 1996 | Fair | Good | Satisfactory | Good | 2925 | 98.0 |
| November 1994 | Fair | Good | Satisfactory | Good | 3305 | 98.0 |
| December 1992 | Good | Good | Good | Good | 1980 | 92.9 |
| March 1991 | Good | Good | Very Good | Good | 2490 | 92.9 |
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 Column | each | 6 | 3 | 3 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 116 | 87 | 29 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 81 | 81 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 81 | 81 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 276 | 227 | 41 | 8 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 5,612 | 5,347 | 246 | 19 | 0 |
| Wearing Surfaces | sq. ft. | 11,224 | 11,215 | 9 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492617
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492617