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RTE 9 over RTE I95, NORTH BUS PRKG

Map 

Coordinates:
+40.84862, -73.93743
40°50'55" N, 73°56'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 9 over RTE I95, NORTH BUS PRKG
Structure number:000000005522590
Location:US 9 OVER 95I
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:96.8 ft. [29.5 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:25°
Owner:Local Toll Authority [32]
Year built:1960
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:24,100 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:103.0 tons [93.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,224,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201573.7Functionally obsoleteSatisfactorySatisfactoryFair24100
July 201373.7Functionally obsoleteSatisfactorySatisfactoryFair24100
July 201172.5Functionally obsoleteFairSatisfactoryFair24100
July 200948.4Structurally deficientFairFairPoor31227
July 200748.4Structurally deficientFairFairPoor31227
July 200549.7Structurally deficientSatisfactoryFairPoor31227
July 200349.7Structurally deficientSatisfactoryFairPoor31227
September 200173.4Not deficientSatisfactoryFairFair31227
August 199971.4Not deficientSatisfactoryFairFair31227
August 199773.8Not deficientSatisfactorySatisfactoryFair31227
August 199554.0Structurally deficientFairFairPoor31227
August 199354.0Structurally deficientFairFairPoor31227
July 199138.0Structurally deficientFairFairPoor31227