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US 285 ML over BEAR CREEK

Map 

Coordinates:
+39.65338, -105.04916
39°39'12" N, 105°02'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 285 ML over BEAR CREEK
Structure number:F-16-RU
Location:.2 MI E OF SHERIDAN BLVD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:121.1 ft. [36.9 m]
Total length:250.3 ft. [76.3 m]
Roadway width between curbs:128.0 ft. [39.0 m]
Deck width edge-to-edge:134.2 ft. [40.9 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:68,000 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.5 tons [55.0 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:91.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201591.6Not deficientVery GoodVery GoodVery Good68000
May 201391.6Not deficientVery GoodVery GoodVery Good68000
May 201191.6Not deficientVery GoodVery GoodVery Good68900
April 200991.6Not deficientVery GoodVery GoodVery Good68900
May 200791.1Not deficientVery GoodVery GoodVery Good77800
April 200591.7Not deficientVery GoodVery GoodVery Good65926
May 200390.2Not deficientVery GoodVery GoodVery Good65399
June 200188.5Not deficientVery GoodVery GoodVery Good65399
July 199994.0Not deficientVery GoodVery GoodVery Good64205
May 199794.4Not deficientVery GoodVery GoodVery Good60200
July 199495.5Not deficientVery GoodVery GoodVery Good60000
March 199490.2Not deficientVery GoodVery GoodVery Good60000