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PRIVATE ACCESS RD over 15TH STREET

Map 

Coordinates:
+39.75333, -105.00497
39°45'12" N, 105°00'18" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:PRIVATE ACCESS RD over 15TH STREET
Structure number:D-04-BOST-161
Location:0.1 MI E OF LITTLE RAVEN
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:83.7 ft. [25.5 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.7 ft. [5.1 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:18°
Owner:Railroad [27]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
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]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:1 [as of 2008]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.0 tons [60.0 metric tons]
Inventory rating:39.5 tons [35.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$274,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:9,486 [as of 1997]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Evaluation:Not applicable [N]
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$494,000