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LINCOLN PLACE over NYCTA-FRANKLIN LN

Map 

Coordinates:
+40.67177, -73.95876
40°40'18" N, 73°57'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINCOLN PLACE over NYCTA-FRANKLIN LN
Structure number:000000002243190
Location:IN BEDFORD-STUYVESANT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:39.7 ft. [12.1 m]
Total length:40.7 ft. [12.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Other Local Agencies [25]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,163 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:88.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,384,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201688.9GoodExcellentExcellentVery GoodFO2163
June 201487.9GoodExcellentExcellentVery GoodFO2558
September 201288.9GoodExcellentExcellentExcellentFO1871
January 201188.9GoodExcellentExcellentVery GoodFO1871
October 200888.9GoodExcellentExcellentVery GoodFO1871
August 200688.9GoodExcellentExcellentVery GoodFO1871
September 200488.9GoodExcellentExcellentVery Good-1871
June 200287.8GoodExcellentExcellentExcellent-3600
March 200091.8GoodExcellentExcellentExcellent-3600
May 19989.8PoorSeriousSeriousSeriousSD3600
April 199866.3GoodExcellentExcellentExcellentFO3600
March 19972.6PoorSeriousSeriousSeriousSD3600
April 19965.5PoorSeriousSeriousSeriousSD3600
March 19955.5PoorSeriousSeriousSeriousSD3600
August 19938.1PoorSeriousSeriousSeriousSD3600
July 19928.1PoorSeriousSeriousSeriousSD3600
November 19918.1PoorSeriousSeriousSeriousSD3600