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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:277.6 ft. [84.6 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 2014 

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]
Pier/abutment protection:Navigation protection not required [1]
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. ratingEvaluationDeckSuper.Sub.ADT
September 201499.9Not deficientVery GoodVery GoodVery Good2946
September 201299.8Not deficientVery GoodVery GoodVery Good3450
September 201099.8Not deficientVery GoodVery GoodVery Good3450
September 200899.8Not deficientVery GoodVery GoodVery Good3450
August 200699.8Not deficientVery GoodVery GoodVery Good3450
August 200499.9Not deficientVery GoodVery GoodVery Good2983
October 200299.9Not deficientVery GoodVery GoodVery Good2643
August 200099.7Not deficientVery GoodVery GoodVery Good2710
August 199899.7Not deficientVery GoodVery GoodVery Good2710
September 199699.4Not deficientVery GoodVery GoodVery Good6857
February 199695.5Not deficientVery GoodVery GoodVery Good6857