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EAGLE RIVER LOOP over HILAND DRIVE OVERXING

Map 

Coordinates:
+61.29667, -149.58500
61°17'48" N, 149°35'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAGLE RIVER LOOP over HILAND DRIVE OVERXING
Structure number:1327
Location:MILE POINT 4.6
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:103.0 ft. [31.4 m]
Total length:208.0 ft. [63.4 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:1994
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:8,404 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.1 tons [61.9 metric tons]
Inventory rating:31.5 tons [28.6 metric tons]
Sufficiency rating:78.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201578.6Not deficientGoodSatisfactorySatisfactory8404
July 201378.5Not deficientSatisfactorySatisfactorySatisfactory8620
July 201278.5Not deficientSatisfactorySatisfactorySatisfactory8630
July 201178.5Not deficientSatisfactorySatisfactorySatisfactory8627
June 200978.6Not deficientSatisfactorySatisfactorySatisfactory8190
July 200782.0Not deficientSatisfactorySatisfactorySatisfactory8426
June 200582.0Not deficientSatisfactorySatisfactorySatisfactory8458
September 200380.6Not deficientSatisfactorySatisfactorySatisfactory11539
September 200169.4Not deficientFairFairFair10968
August 199969.5Not deficientFairFairFair10340
June 199770.3Not deficientFairFairFair5200
May 199582.5Not deficientVery GoodExcellentVery Good5200
September 199391.4Not deficientGoodGoodGood1100
July 199191.4Not deficientGoodGoodGood1100
September 198991.4Not deficientGoodGoodGood1100