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RTE 27 over RTE 907D

Map 

Coordinates:
+40.66578, -73.74171
40°39'57" N, 73°44'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 27 over RTE 907D
Structure number:000000002231660
Location:5.8 MI S JCT GCP & C I PK
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.7 ft. [24.9 m]
Total length:161.8 ft. [49.3 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:12.1 ft. [3.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:85,561 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:69.4 tons [63.1 metric tons]
Inventory rating:24.3 tons [22.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:61.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,916,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201461.2Structurally deficientPoorSatisfactorySatisfactory85561
March 201261.2Structurally deficientPoorSatisfactorySatisfactory85600
March 201061.2Structurally deficientPoorSatisfactorySatisfactory52441
March 200861.2Structurally deficientPoorSatisfactorySatisfactory52441
April 200661.2Structurally deficientPoorSatisfactorySatisfactory28738
April 200451.2Structurally deficientPoorFairSatisfactory28738
June 200251.6Structurally deficientPoorFairSatisfactory35721
April 200049.6Structurally deficientPoorFairSatisfactory35721
July 199849.6Structurally deficientPoorFairSatisfactory35721
July 199633.5Structurally deficientPoorPoorPoor18100
May 199433.5Structurally deficientPoorPoorPoor18100
June 199233.5Structurally deficientPoorPoorPoor18100
September 199125.0Structurally deficientPoorPoorPoor18100