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ANCH INTL AIRPORT over AIA CURBSIDE BRIDGE

Map 

Coordinates:
+61.17500, -149.97500
61°10'30" N, 149°58'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANCH INTL AIRPORT over AIA CURBSIDE BRIDGE
Structure number:2063
Location:MILE POINT 0.1
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:741.2 ft. [225.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Vertical clearance below bridge:11.8 ft. [3.6 m]
Owner:Other State Agencies [21]
Year built:2000
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:21
Main spans material:Prestressed concrete [5]
Main spans 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: August 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,362 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:42.0 tons [38.2 metric tons]
Inventory rating:16.5 tons [15.0 metric tons]
Sufficiency rating:57.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201557.6FairSatisfactorySatisfactoryFairFO4362
August 201367.8FairSatisfactoryGoodGoodFO4339
August 201161.8FairSatisfactoryGoodGoodFO30676
September 200967.9FairSatisfactoryGoodGoodFO3538
August 200793.7GoodGoodVery GoodVery Good-3080
June 200593.7GoodGoodVery GoodVery Good-2911
August 200393.7GoodGoodVery GoodVery Good-2948
May 200193.6GoodVery GoodVery GoodVery Good-4340
November 200093.6GoodVery GoodVery GoodVery Good-4090