GOODALL RD over WEBB CREEK
Map
Coordinates:
+42.95133, -83.9543042°57'05" N, 83°57'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GOODALL RD over WEBB CREEK |
Structure number: | 000000000009876 |
Old structure number: | 76315H00024B010 (from 1992 edition) |
Location: | 3.25 MI NE OF DURAND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 70.5 ft. [21.5 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 2018 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,142 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
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: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Excellent | Excellent | Excellent | 4142 | 98.8 |
March 2017 | Fair | Fair | Fair | Good | 3532 | 45.4 |
March 2015 | Fair | Fair | Fair | Good | 3532 | 45.4 |
March 2013 | Fair | Fair | Fair | Good | 1391 | 56.4 |
April 2012 | Fair | Fair | Fair | Good | 1391 | 56.4 |
April 2010 | Fair | Satisfactory | Fair | Good | 1391 | 57.4 |
April 2008 | Fair | Satisfactory | Fair | Good | 1391 | 57.4 |
March 2006 | Fair | Satisfactory | Fair | Good | 1391 | 57.4 |
March 2004 | Fair | Satisfactory | Fair | Good | 1391 | 57.4 |
March 2002 | Fair | Satisfactory | Fair | Good | 1391 | 62.1 |
April 2000 | Fair | Satisfactory | Fair | Good | 1391 | 64.1 |
April 1998 | Fair | Satisfactory | Fair | Good | 1391 | 64.1 |
April 1996 | Fair | Satisfactory | Fair | Good | 1025 | 64.3 |
September 1994 | Fair | Satisfactory | Satisfactory | Good | 1025 | 74.1 |
July 1992 | Good | Good | Good | Good | 1025 | 77.5 |
August 1990 | Good | Very Good | Very Good | Very Good | 828 | 82.7 |