RAILROAD STREET over COAL CREEK
Map
Coordinates:
+38.38728, -105.1162538°23'14" N, 105°06'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAILROAD STREET over COAL CREEK |
Structure number: | FLOR 006-RR ST. |
Location: | IN FLORENCE |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1918 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 590 [as of 2014] |
Truck traffic: | 2% 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: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Sufficiency rating: | 73.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Fair | Fair | Fair | 590 | 73.9 |
January 2015 | Fair | Fair | Fair | Fair | 590 | 73.9 |
January 2013 | Fair | Fair | Fair | Fair | 647 | 73.9 |
February 2011 | Fair | Fair | Fair | Fair | 647 | 68.9 |
February 2009 | Fair | Fair | Fair | Fair | 1133 | 67.8 |
December 2007 | Fair | Satisfactory | Fair | Fair | 1133 | 68.8 |
November 2004 | Fair | Satisfactory | Fair | Satisfactory | 1133 | 68.8 |
May 2003 | Fair | Satisfactory | Fair | Satisfactory | 1133 | 68.8 |
May 2001 | Fair | Satisfactory | Fair | Satisfactory | 879 | 68.9 |
May 1999 | Fair | Satisfactory | Fair | Satisfactory | 879 | 68.9 |
May 1997 | Fair | Satisfactory | Fair | Satisfactory | 879 | 68.9 |
October 1995 | Fair | Satisfactory | Fair | Satisfactory | 129 | 73.5 |
November 1993 | Fair | Satisfactory | Fair | Satisfactory | 129 | 73.5 |
August 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 129 | 84.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 1,130 | 0 | 1,130 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,130 | 0 | 0 | 1,130 | 0 |
Superstructure |
Reinforced Concrete Arch | linear ft. | 44 | 0 | 29 | 15 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 51 | 0 | 51 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 88 | 0 | 73 | 15 | 0 |