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US 50 BUS. RTE over ARKANSAS RIVER

Map 

Coordinates:
+38.25479, -104.60674
38°15'17" N, 104°36'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 50 BUS. RTE over ARKANSAS RIVER
Structure number:K-18-FF
Location:IN PUEBLO
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:145.0 ft. [44.2 m]
Total length:295.6 ft. [90.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1978
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:56.9 tons [51.7 metric tons]
Inventory rating:34.0 tons [30.9 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201498.9Not deficientGoodVery GoodGood11000
March 201298.9Not deficientGoodVery GoodGood10050
February 201098.9Not deficientGoodVery GoodGood10050
March 200898.5Not deficientGoodVery GoodGood20100
February 200698.5Not deficientGoodVery GoodGood20202
January 200498.9Not deficientGoodVery GoodGood10412
March 200298.9Not deficientGoodVery GoodGood10412
January 200098.2Not deficientGoodVery GoodGood10700
February 199894.3Structurally deficientGoodVery GoodGood9100
March 199697.3Not deficientGoodVery GoodGood9100
January 199481.0Not deficientGoodVery GoodGood9050
March 199279.0Not deficientGoodVery GoodGood9050
February 199079.2Not deficientVery GoodVery GoodGood7300