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SHIP CR POINT ROAD over SHIP CREEK

Map 

Coordinates:
+61.25000, -149.73333
61°15'00" N, 149°43'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHIP CR POINT ROAD over SHIP CREEK
Structure number:2150
Location:ANCHORAGE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:92.9 ft. [28.3 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:26°
Owner:Railroad [27]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:100 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. [T]
Inventory rating:69.9 tons [63.5 metric tons]
Sufficiency rating:93.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201593.1Not deficientVery GoodVery GoodVery Good100
August 201393.1Not deficientVery GoodVery GoodVery Good100
August 201193.1Not deficientExcellentExcellentExcellent100
September 200993.1Not deficientExcellentExcellentExcellent100
August 200736.8Not deficientExcellentExcellentExcellent100
March 200636.8Not deficientExcellentExcellentExcellent100