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GCP (EB) TO 126ST over BOAT BASIN ROAD

Map 

Coordinates:
+40.75865, -73.84829
40°45'31" N, 73°50'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GCP (EB) TO 126ST over BOAT BASIN ROAD
Structure number:000000001055915
Location:JCT GCP+I678
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:1449.9 ft. [441.9 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1991
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:18
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$16,599,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201583.5Functionally obsoleteExcellentVery GoodSatisfactory-
June 201379.7Functionally obsoleteExcellentVery GoodSatisfactory21800
July 201151.8Structurally deficientExcellentVery GoodPoor21800
September 201051.8Structurally deficientExcellentVery GoodPoor21800
July 200951.8Structurally deficientExcellentVery GoodPoor21800
July 200751.8Structurally deficientExcellentVery GoodPoor21800
May 200579.7Functionally obsoleteExcellentVery GoodGood21800
June 200374.7Functionally obsoleteExcellentVery GoodSatisfactory21800
May 200179.7Functionally obsoleteExcellentVery GoodSatisfactory21800
February 199977.7Not deficientExcellentVery GoodSatisfactory21800
May 199748.4Not deficientVery GoodGoodPoor21800
July 199546.9Not deficientVery GoodSatisfactoryPoor21800
June 199360.8Structurally deficientVery GoodSatisfactoryPoor21800
August 199178.5Not deficientSatisfactorySatisfactoryFair21800