MANOR ROAD over BIG CREEK A DRAIN
Map
Coordinates:
+44.02656, -83.7561344°01'36" N, 83°45'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MANOR ROAD over BIG CREEK A DRAIN |
Structure number: | 000000000000453 |
Old structure number: | 06303A00004B010 (from 1992 edition) |
Location: | 2.4 MI E OF HALE RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 45.9 ft. [14.0 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 130 [as of 2007] |
Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Very Good | Very Good | 130 | 98.9 |
August 2016 | Good | Very Good | Very Good | Very Good | 130 | 99.9 |
August 2014 | Good | Excellent | Very Good | Excellent | 130 | 99.9 |
August 2012 | Good | Excellent | Very Good | Excellent | 130 | 99.9 |
August 2010 | Good | Excellent | Excellent | Excellent | 130 | 67.4 |
October 2008 | Good | Excellent | Excellent | Excellent | 130 | 64.4 |
October 2006 | Poor | Fair | Poor | Satisfactory | 490 | 18.6 |
November 2004 | Fair | Fair | Good | Satisfactory | 490 | 46.5 |
November 2002 | Fair | Fair | Good | Satisfactory | 490 | 46.5 |
December 2000 | Fair | Satisfactory | Good | Satisfactory | 490 | 47.5 |
June 1998 | Fair | Satisfactory | Good | Satisfactory | 490 | 47.5 |
August 1996 | Poor | Serious | Serious | Serious | 100 | 26.4 |
March 1994 | Poor | Serious | Serious | Serious | 100 | 28.5 |
March 1992 | Poor | Serious | Serious | Serious | 100 | 28.5 |
January 1990 | Poor | Serious | Serious | Serious | 100 | 28.5 |