RTE 907L over RTE 907L, PROM BIN223216


+40.77382, -73.94413
40°46'26" N, 73°56'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907L over RTE 907L, PROM BIN223216
Structure number:000000002232158
Location:1.3 MI NE FDR DR & SH 25
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:45.9 ft. [14.0 m]
Total length:1428.9 ft. [435.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance above deck:12.8 ft. [3.9 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Owner:State Highway Agency [01]
Year built:1942
Year reconstructed:1992
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:32
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:135,889 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:62.4 tons [56.7 metric tons]
Inventory rating:26.2 tons [23.8 metric tons]
Sufficiency rating:55.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$50,756,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201555.1FairSatisfactorySatisfactorySatisfactoryFO135889
May 201353.4FairSatisfactorySatisfactorySatisfactoryFO157421
May 201153.4FairSatisfactorySatisfactorySatisfactoryFO157421
June 200959.6FairSatisfactorySatisfactoryGoodFO78455
June 20071.0FairSatisfactorySatisfactorySatisfactoryFO78455
May 20051.0FairSatisfactorySatisfactoryFairFO157421
June 20031.0FairSatisfactorySatisfactoryFairFO143953
November 20011.0FairSatisfactorySatisfactoryFairFO139160
October 20001.0FairSatisfactorySatisfactoryFair-139160
December 19991.0PoorSatisfactorySatisfactorySerious-130319
November 19981.0PoorSatisfactoryGoodSerious-156961
November 19970.0PoorFairSatisfactorySerious-154905
November 19960.0PoorPoorSeriousSerious-154905
November 19950.0PoorPoorSeriousSerious-154905
November 19940.0PoorPoorFairSerious-138497
December 19920.0PoorPoorFairSerious-123150
November 19911.0Poor-SeriousSeriousSD123150