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US 24 BYPASS over EAST FORK SAND CREEK

Map 

Coordinates:
+38.81110, -104.74664
38°48'40" N, 104°44'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 24 BYPASS over EAST FORK SAND CREEK
Structure number:I-18-BE
Location:1.2 MI. S. OF JCT US 24 M
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:111.2 ft. [33.9 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:125.0 ft. [38.1 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:40,000 [as of 2011]
Truck traffic:7% 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:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:87.2 tons [79.3 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:98.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201498.1Not deficientGoodVery GoodVery Good40000
October 201298.3Not deficientGoodVery GoodVery Good37200
December 201098.3Not deficientGoodVery GoodVery Good37200
December 200898.3Not deficientGoodVery GoodVery Good37200
November 200698.3Not deficientGoodVery GoodVery Good37200
December 200498.6Not deficientGoodVery GoodVery Good31003
November 200298.6Not deficientGoodVery GoodVery Good30020
December 200097.1Not deficientGoodVery GoodVery Good30765
November 199897.1Not deficientGoodVery GoodVery Good30765
December 199696.1Not deficientVery GoodVery GoodVery Good20000
December 199496.5Not deficientVery GoodVery GoodVery Good20000
August 199496.5Not deficientVery GoodVery GoodVery Good20000