Deadman Creek Road over DEADMANS CK
Map
Coordinates:
+44.14536, -101.8474544°08'43" N, 101°50'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Deadman Creek Road over DEADMANS CK |
Structure number: | 000000028080417 |
Location: | 7.3 N & 9 W PHILIP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 73.5 ft. [22.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1955 |
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: | 3 |
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 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 53 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $4,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Very Good | Very Good | 53 | 96.9 |
August 2016 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
August 2014 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
August 2012 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
August 2010 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
August 2008 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
June 2006 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
July 2004 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
June 2002 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
July 2000 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
July 1998 | Fair | Satisfactory | Satisfactory | Good | 53 | 96.9 |
July 1996 | Good | Good | Very Good | Very Good | 53 | 96.8 |
July 1994 | Good | Good | Very Good | Very Good | 53 | 89.4 |
July 1992 | Good | Good | Very Good | Very Good | 53 | 89.4 |
August 1990 | Good | Good | Very Good | Very Good | 53 | 89.4 |