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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 2016 

Good/Fair/Poor Condition:Good
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201698.1GoodGoodVery GoodVery Good-40000
October 201498.1GoodGoodVery GoodVery Good-40000
October 201298.3GoodGoodVery GoodVery Good-37200
December 201098.3GoodGoodVery GoodVery Good-37200
December 200898.3GoodGoodVery GoodVery Good-37200
November 200698.3GoodGoodVery GoodVery Good-37200
December 200498.6GoodGoodVery GoodVery Good-31003
November 200298.6GoodGoodVery GoodVery Good-30020
December 200097.1GoodGoodVery GoodVery Good-30765
November 199897.1GoodGoodVery GoodVery Good-30765
December 199696.1GoodVery GoodVery GoodVery Good-20000
December 199496.5GoodVery GoodVery GoodVery Good-20000
August 199496.5GoodVery GoodVery GoodVery Good-20000