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ST JOHNS PLACE over NYCTA FRANKLIN LN

Map 

Coordinates:
+40.67264, -73.95843
40°40'22" N, 73°57'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ST JOHNS PLACE over NYCTA FRANKLIN LN
Structure number:000000002243180
Location:AT CROWN HEIGHTS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:27.9 ft. [8.5 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Owner:Other Local Agencies [25]
Year built:1930
Year reconstructed:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span 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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:2,729 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,294,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201591.9Functionally obsoleteVery GoodExcellentVery Good2729
August 201391.8Functionally obsoleteVery GoodExcellentVery Good3151
August 201191.8Functionally obsoleteExcellentExcellentVery Good3151
September 200991.8Functionally obsoleteExcellentExcellentVery Good3290
September 200791.8Not deficientExcellentExcellentVery Good3151
September 200591.8Not deficientExcellentExcellentVery Good3151
December 200391.8Not deficientExcellentExcellentVery Good3151
November 200178.8Not deficientExcellentExcellentVery Good2612
November 199978.8Not deficientExcellentExcellentVery Good2612
April 199811.8Structurally deficientSeriousSeriousFair2612
October 199711.8Structurally deficientSeriousSeriousFair2612
May 19962.0Structurally deficientSeriousSeriousPoor4000
December 19957.4Structurally deficientSeriousSeriousPoor3000
December 19947.4Structurally deficientSeriousSeriousPoor3000
July 19937.4Structurally deficientSeriousSeriousPoor3000
July 19927.4Structurally deficientSeriousSeriousPoor3000
November 19917.4Structurally deficientSeriousSeriousPoor3000