LRD DARLING RD over N BR NIPPERSINK CREEK
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | LRD DARLING RD over N BR NIPPERSINK CREEK |
Structure number: | B64005500000000 |
Location: | 0.8M S JCT CTH B |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 231 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Operating rating: | 61.1 tons [55.5 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2016 | 94.5 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 231 |
August 2014 | 94.5 | Fair | Satisfactory | Satisfactory | Good | - | 200 |
August 2012 | 94.5 | Fair | Satisfactory | Good | Very Good | - | 200 |
August 2010 | 94.5 | Fair | Satisfactory | Good | Very Good | - | 200 |
August 2008 | 94.5 | Good | Good | Good | Very Good | - | 200 |
August 2006 | 94.5 | Good | Good | Good | Very Good | - | 200 |
November 2004 | 94.5 | Good | Good | Good | Very Good | - | 200 |
November 2002 | 94.5 | Good | Good | Good | Very Good | - | 200 |
May 2000 | 94.5 | Good | Good | Good | Very Good | - | 200 |
July 1998 | 94.5 | Good | Good | Good | Very Good | - | 200 |
November 1996 | 94.5 | Good | Good | Good | Very Good | - | 200 |
August 1994 | 94.0 | Good | Very Good | Very Good | Very Good | - | 200 |
May 1992 | 94.0 | Good | Very Good | Very Good | Very Good | - | 200 |
September 1990 | 94.0 | Good | Very Good | Very Good | Very Good | - | 200 |