GCP EB TO 25AX EB over RTE 907M


+40.75826, -73.85449
40°45'30" N, 73°51'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:GCP EB TO 25AX EB over RTE 907M
Structure number:000000001075980
Location:JCT GCP+I678
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:85.0 ft. [25.9 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1995
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:3
Main spans material:Steel [3]
Main spans 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: January 2014 

Status:Open, no restriction [A]
Average daily traffic:9,221 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 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: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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,159,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201467.3Functionally obsoleteVery GoodGoodFair9221
January 201277.7Functionally obsoleteVery GoodGoodGood22000
January 201077.7Functionally obsoleteVery GoodGoodGood22000
January 200877.7Functionally obsoleteVery GoodGoodGood22000
January 200677.7Functionally obsoleteVery GoodVery GoodGood22000
January 200478.7Functionally obsoleteVery GoodVery GoodGood22000
February 200275.6Functionally obsoleteGoodVery GoodGood22000
January 200073.6Functionally obsoleteGoodSatisfactorySatisfactory22000
January 199873.6Functionally obsoleteGoodSatisfactorySatisfactory22000
February 199660.6Functionally obsoleteSatisfactoryFairFair22000
January 199463.4Functionally obsoleteVery GoodFairFair22000
January 199262.4Functionally obsoleteVery GoodFairFair22000
January 199042.9Structurally deficientPoorFairPoor22000