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I 70 ML WBND over PARACHUTE CREEK

Map 

Coordinates:
+39.44944, -108.05431
39°26'58" N, 108°03'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 70 ML WBND over PARACHUTE CREEK
Structure number:G-04-AJ
Location:1/2 MI W OF PARACHUTE INT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:98.4 ft. [30.0 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2011]
Truck traffic:16% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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: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:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201495.6Not deficientGoodGoodGood8000
March 201295.4Not deficientGoodVery GoodGood11300
March 201095.4Not deficientGoodVery GoodGood11300
February 200695.4Not deficientVery GoodVery GoodVery Good11300
February 200295.2Not deficientVery GoodVery GoodVery Good5569
January 199895.3Not deficientVery GoodVery GoodVery Good5218
January 199697.7Not deficientVery GoodVery GoodVery Good4425
March 199497.7Not deficientVery GoodVery GoodVery Good4575
January 199197.7Not deficientGoodVery GoodGood3500