COUNTY RD 1290 over LANES FK
Map
Coordinates:
+38.13052, -91.6168438°07'50" N, 91°37'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 1290 over LANES FK |
Structure number: | 15381 |
Old structure number: | 0920020 081 (from 1992 edition) |
Location: | S 6 T 39 N R 6 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 35 [as of 2018] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 39.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $645,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Satisfactory | Satisfactory | Fair | 35 | 39.9 |
March 2016 | Fair | Satisfactory | Satisfactory | Fair | 35 | 39.9 |
February 2014 | Fair | Satisfactory | Satisfactory | Fair | 35 | 39.9 |
February 2012 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |
March 2011 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |
May 2009 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |
January 2007 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |
December 2004 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |
January 2003 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |
January 2001 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |
May 1999 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |
February 1991 | Fair | Satisfactory | Satisfactory | Good | 35 | 47.0 |