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HOUSTON STREET over RTE 907L, RTE 907L

Map 

Coordinates:
+40.71874, -73.97497
40°43'07" N, 73°58'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOUSTON STREET over RTE 907L, RTE 907L
Structure number:000000002232040
Location:1.6MI NE FDR DR&BKLYN BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.8 ft. [10.9 m]
Total length:72.8 ft. [22.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:149.9 ft. [45.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1953
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:40,267 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:54.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$14,941,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201554.1Structurally deficientPoorPoorFair40267
May 201454.1Structurally deficientPoorPoorFair40267
June 201354.1Structurally deficientPoorPoorFair40267
April 201254.1Structurally deficientPoorPoorFair40267
May 201156.3Structurally deficientPoorPoorPoor40267
May 201056.3Structurally deficientPoorPoorPoor29640
June 200956.3Structurally deficientPoorPoorFair29640
March 200856.3Structurally deficientPoorPoorFair29640
May 200756.3Structurally deficientPoorPoorFair35763
April 200643.9Structurally deficientPoorPoorPoor40267
April 200543.9Structurally deficientPoorPoorFair40267
March 200427.0Structurally deficientSeriousSeriousFair40267
May 200343.9Structurally deficientPoorPoorFair40267
June 200227.0Structurally deficientSeriousSeriousFair40267
July 200127.0Structurally deficientSeriousSeriousFair40267
October 200027.0Structurally deficientSeriousSeriousFair22929
September 199927.0Structurally deficientSeriousSeriousFair22929
November 199830.5Structurally deficientPoorPoorSatisfactory29796
October 199732.0Structurally deficient-SeriousPoor29796
August 199646.2Structurally deficient-SeriousPoor29796
September 199546.2Structurally deficient-SeriousPoor29796
November 199446.2Structurally deficient-SeriousPoor18800
August 199346.2Structurally deficient-SeriousPoor18800
July 199246.2Structurally deficient-SeriousPoor18800
August 199146.2Structurally deficient-SeriousPoor18800