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US 24 ML WBND RAMP over SPRING CREEK R

Map

Coordinates:
+38.81416, -104.78807
38°48'51" N, 104°47'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 24 ML WBND RAMP over SPRING CREEK R
Structure number:I-17-JE
Location:OVER SPRING CREEK
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:109.9 ft. [33.5 m]
Total length:277.2 ft. [84.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1995
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: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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,946 [as of 2013]
Truck traffic:7% 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:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:79.0 tons [71.8 metric tons]
Inventory rating:47.4 tons [43.1 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201699.9GoodVery GoodVery GoodVery Good-2946
September 201499.9GoodVery GoodVery GoodVery Good-2946
September 201299.8GoodVery GoodVery GoodVery Good-3450
September 201099.8GoodVery GoodVery GoodVery Good-3450
September 200899.8GoodVery GoodVery GoodVery Good-3450
August 200699.8GoodVery GoodVery GoodVery Good-3450
August 200499.9GoodVery GoodVery GoodVery Good-2983
October 200299.9GoodVery GoodVery GoodVery Good-2643
August 200099.7GoodVery GoodVery GoodVery Good-2710
August 199899.7GoodVery GoodVery GoodVery Good-2710
September 199699.4GoodVery GoodVery GoodVery Good-6857
February 199695.5GoodVery GoodVery GoodVery Good-6857