RTE 23 over RTE 987G


+42.20879, -73.63675
42°12'32" N, 73°38'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 23 over RTE 987G
Structure number:000000001017850
Location:JCT RT 23+TSP
Purpose:Carries highway over highway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.8 ft. [10.9 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:4,491 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:63.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$3,144,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorPoorPoorPoor449163.0
April 2015PoorPoorPoorFair440848.1
April 2013PoorPoorPoorFair450763.0
March 2011PoorPoorPoorSatisfactory430063.0
March 2009PoorPoorPoorSatisfactory376863.0
March 2007PoorPoorPoorSatisfactory427163.0
March 2005PoorPoorPoorFair485263.0
February 2004PoorPoorPoorFair494563.0
January 2002PoorPoorPoorSatisfactory494563.0
February 2001PoorGoodPoorGood494566.0
February 2000PoorPoorPoorFair494561.0
March 1999Poor-PoorFair489264.0
March 1998Poor-PoorSatisfactory467764.0
March 1997Poor-PoorSatisfactory460464.0
April 1996Poor-PoorFair460466.0
March 1995Poor-PoorFair436164.0
March 1994Poor-PoorFair436164.0
April 1993Poor-PoorPoor442764.0
March 1991Poor-PoorPoor465042.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.44032120
Reinforced Concrete Abutmentlinear ft.88055330
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.164085079
Steel Protective Coatingsq. ft.1,0760997079
Masonry Bridge Raillinear ft.164016400
Reinforced Concrete Slabsq. ft.3,608003,6080
Wearing Surfacessq. ft.2,95202,7561960