FL-6608 over North Diversion Channel
Map
Coordinates:
+35.14463, -106.6051835°08'41" N, 106°36'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FL-6608 over North Diversion Channel |
Structure number: | 000000000008795 |
Location: | 0.47 Mi W of Jefferson St |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 136.2 ft. [41.5 m] |
Total length: | 139.1 ft. [42.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,040 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 63.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $300,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Fair | Fair | 9040 | 63.7 |
May 2015 | Fair | Fair | Fair | Fair | 8981 | 63.7 |
May 2013 | Fair | Fair | Fair | Fair | 8981 | 63.7 |
May 2011 | Fair | Fair | Satisfactory | Fair | 10612 | 63.1 |
May 2009 | Fair | Fair | Good | Fair | 14101 | 63.8 |
April 2007 | Fair | Fair | Good | Fair | 1917 | 78.9 |
March 2005 | Fair | Fair | Good | Fair | 1072 | 79.2 |
March 2003 | Fair | Fair | Good | Fair | 1030 | 79.2 |
March 2001 | Fair | Fair | Good | Fair | 970 | 79.2 |
March 1999 | Fair | Fair | Good | Fair | 932 | 79.2 |
February 1997 | Fair | Fair | Good | Fair | 878 | 79.2 |
February 1995 | Fair | Fair | Good | Fair | 878 | 78.2 |
February 1993 | Fair | Fair | Very Good | Fair | 842 | 78.3 |
March 1991 | Fair | Satisfactory | Good | Satisfactory | 830 | 91.3 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 834 | 776 | 51 | 4 | 3 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,004 | 0 | 4,990 | 14 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 66 | 0 | 66 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 278 | 251 | 27 | 0 | 0 |