US 212 over ROCK CREEK
Map
Coordinates:
+45.47510, -108.9976745°28'30" N, 108°59'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 212 over ROCK CREEK |
Structure number: | P00028094+03641 |
Location: | 1M W JOLIET |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 164.1 ft. [50.0 m] |
Roadway width between curbs: | 43.6 ft. [13.3 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,030 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Good | Satisfactory | 3030 | 78.0 |
May 2016 | Fair | Fair | Good | Satisfactory | 2940 | 79.0 |
May 2014 | Fair | Fair | Good | Satisfactory | 3130 | 79.0 |
May 2010 | Fair | Satisfactory | Good | Satisfactory | 3130 | 80.0 |
October 2009 | Fair | Satisfactory | Good | Satisfactory | 2850 | 80.0 |
January 2006 | Fair | Satisfactory | Good | Good | 3370 | 80.0 |
February 2002 | Fair | Satisfactory | Good | Good | 2900 | 80.0 |
May 1998 | Fair | Satisfactory | Good | Good | 2350 | 80.0 |
December 1993 | Fair | Satisfactory | Very Good | Very Good | 2000 | 80.0 |
March 1992 | Fair | Satisfactory | Very Good | Good | 1684 | 80.5 |
December 1989 | Good | Good | Good | Good | 1554 | 81.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 807 | 767 | 40 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,449 | 4,469 | 1,341 | 1,639 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 46 | 0 | 46 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 112 | 0 | 112 | 0 | 0 |
Bearings |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 328 | 295 | 33 | 0 | 0 |
Steel Protective Coating | sq. ft. | 820 | 656 | 82 | 82 | 0 |