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US 24 ML over SPRING CREEK

Map 

Coordinates:
+38.81617, -104.78420
38°48'58" N, 104°47'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 24 ML over SPRING CREEK
Structure number:I-17-JY
Location:US24 OVER SPRING CREEK
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:27.2 ft. [8.3 m]
Total length:57.1 ft. [17.4 m]
Skew angle:64°
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 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:48,000 [as of 2011]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:80.0 tons [72.7 metric tons]
Sufficiency rating:82.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201482.3Not deficient---48000
September 201083.0Not deficient---35800
September 200683.0Not deficient---35800
October 200283.3Not deficient---29986
August 200081.9Not deficient---27097
August 199881.9Not deficient---27097
September 199682.4Not deficient---23214
February 199478.8Not deficient---23214