SR 0690 TR 690 over BEAR BROOK


+41.33856, -75.51236
41°20'19" N, 75°30'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0690 TR 690 over BEAR BROOK
Structure number:000000000020663
Old structure number:350690014000000 (from 1992 edition)
Location:MOSCOW BORO .2 M E SR2005
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,491 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:81.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$183,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairFairFairFair249181.1
July 2014FairFairFairFair254881.1
July 2012FairFairFairFair266581.0
July 2010FairFairFairFair266980.0
July 2008FairFairFairFair266980.0
June 2006FairFairFairFair300472.4
June 2004FairFairFairFair291071.1
June 2002FairFairFairFair299071.1
August 2000FairFairFairFair293171.1
October 1998FairFairFairFair287471.1
January 1997FairFairFairSatisfactory314470.9
May 1995FairSatisfactorySatisfactoryGood314482.8
July 1993FairSatisfactorySatisfactoryGood163673.6
August 1991FairSatisfactorySatisfactoryGood158773.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.115922300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5454000
Reinforced Concrete Slabsq. ft.1,0229616100
Wearing Surfacessq. ft.8247834100