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SB CENTRAL PK BLVD over E-W LINEAR

Map 

Coordinates:
+39.75403, -104.89078
39°45'15" N, 104°53'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB CENTRAL PK BLVD over E-W LINEAR
Structure number:D-28-MS-155
Location:NORTH OF 25TH AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:119.1 ft. [36.3 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,419 [as of 2013]
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: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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:40.2 tons [36.5 metric tons]
Sufficiency rating:79.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201679.9GoodGoodVery GoodVery Good-9419
November 201479.9GoodGoodVery GoodVery Good-9419
November 201278.9GoodGoodVery GoodVery Good-9419
November 201079.4GoodGoodVery GoodVery Good-4863
October 200879.4GoodVery GoodVery GoodVery Good-4863
November 200679.6GoodVery GoodVery GoodVery Good-3513