AARWOOD ROAD over RAPID RIVER
Map
Coordinates:
+44.84562, -85.3073344°50'44" N, 85°18'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | AARWOOD ROAD over RAPID RIVER |
Structure number: | 000000000004702 |
Old structure number: | 40200037000B010 (from 1992 edition) |
Location: | 1.5 MI NW OF RAPID CITY |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 107.9 ft. [32.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 2012 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,340 [as of 2012] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Very Good | Very Good | 1340 | 99.7 |
August 2016 | Good | Very Good | Very Good | Very Good | 1340 | 99.7 |
August 2014 | Good | Very Good | Very Good | Very Good | 1340 | 89.8 |
August 2012 | Good | Excellent | Excellent | Excellent | 1340 | 89.8 |
August 2010 | Poor | Poor | Poor | Serious | 2620 | 26.1 |
June 2008 | Poor | Poor | Poor | Serious | 2620 | 26.1 |
June 2006 | Poor | Poor | Poor | Serious | 2620 | 26.1 |
June 2004 | Poor | Satisfactory | Satisfactory | Poor | 1733 | 49.9 |
October 2002 | Poor | Satisfactory | Satisfactory | Poor | 1733 | 49.9 |
June 2000 | Poor | Satisfactory | Satisfactory | Poor | 1733 | 49.5 |
September 1998 | Poor | Satisfactory | Satisfactory | Poor | 1733 | 49.5 |
August 1996 | Poor | Satisfactory | Satisfactory | Poor | 1733 | 49.5 |
September 1994 | Poor | Satisfactory | Satisfactory | Poor | 1733 | 46.7 |
July 1992 | Poor | Satisfactory | Satisfactory | Poor | 1733 | 46.7 |
May 1990 | Poor | Satisfactory | Satisfactory | Poor | 1967 | 46.6 |