Share: 
I090 E over I090 EF & BH NAT CEM RD
Map
Coordinates:
+44.37099, -103.47297
44°22'16" N, 103°28'23" W
+44.37099, -103.47297
44°22'16" N, 103°28'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I090 E over I090 EF & BH NAT CEM RD |
| Structure number: | 000000047048462 |
| Location: | BH NATL CEM INTERCHANGE |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 43.0 ft. [13.1 m] |
| Total length: | 119.1 ft. [36.3 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| 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: | Epoxy Overlay [5] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,278 [as of 2017] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 84.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Fair | Fair | Fair | Satisfactory | 9278 | 84.0 |
| December 2016 | Fair | Fair | Fair | Satisfactory | 9420 | 82.0 |
| December 2014 | Fair | Fair | Satisfactory | Good | 8705 | 93.0 |
| December 2012 | Fair | Satisfactory | Good | Good | 8860 | 94.0 |
| December 2010 | Good | Good | Good | Good | 8600 | 94.0 |
| December 2008 | Good | Good | Good | Good | 8660 | 94.0 |
| January 2007 | Fair | Satisfactory | Satisfactory | Good | 8600 | 94.0 |
| January 2005 | Fair | Fair | Satisfactory | Good | 8955 | 93.0 |
| January 2003 | Fair | Fair | Satisfactory | Good | 8275 | 93.0 |
| January 2001 | Fair | Fair | Satisfactory | Good | 7400 | 93.0 |
| February 1999 | Fair | Fair | Satisfactory | Good | 7520 | 93.0 |
| March 1997 | Good | Good | Good | Good | 6210 | 94.0 |
| March 1995 | Good | Good | Good | Good | 5500 | 94.0 |
| October 1992 | Good | Good | Good | Good | 5570 | 94.0 |
| November 1991 | Good | Good | Very Good | Very Good | 5290 | 94.0 |
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 | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 124 | 74 | 50 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 238 | 69 | 79 | 90 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 5,276 | 4,360 | 916 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 9,520 | 6,833 | 255 | 1,190 | 1,242 |
© 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/1493366
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1493366