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RTE 28 over GLEN CREEK

Map 

Coordinates:
+43.58504, -73.86410
43°35'06" N, 73°51'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 28 over GLEN CREEK
Structure number:000000001020360
Location:0.3 MI NW JCT 28& HUDSONR
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:111.6 ft. [34.0 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,442 [as of 2010]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:96.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,250,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201596.2GoodVery GoodVery GoodVery Good-3442
June 201396.2GoodExcellentExcellentExcellent-3442
June 201196.2GoodExcellentExcellentExcellent-3450
June 200995.6GoodExcellentExcellentExcellent-4634
November 200730.6GoodExcellentExcellentExcellent-4577
July 200635.2PoorFairPoorFairSD4577
August 200438.8PoorSatisfactoryPoorFairSD3045
September 200314.9PoorSatisfactorySeriousFairSD3045
August 200238.7PoorSatisfactoryPoorFairSD3045
August 200049.6FairFairFairFairFO3728
October 199849.6FairFairFairFairFO3728
July 199612.8PoorPoorPoorPoorSD4188
October 199414.7PoorPoorPoorPoorSD4188
November 199218.8PoorPoorPoorPoorSD2837
June 199021.1PoorPoorPoorPoorSD2102