RTE 907L over RTE 907L, RTE 907L, RTE


+40.70782, -74.00003
40°42'28" N, 74°00'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907L over RTE 907L, RTE 907L, RTE
Structure number:00000000223201A
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:103.7 ft. [31.6 m]
Total length:1112.9 ft. [339.2 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:2014
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:17
Main spans material:Steel [3]
Main spans 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:Fair
Status:Open, no restriction [A]
Average daily traffic:9,621 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
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:36.0 tons [32.7 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:52.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,969,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201652.1FairSatisfactorySatisfactoryFair-9621
July 201451.3FairExcellentSatisfactoryFair-8545
April 201254.6FairExcellentSatisfactoryFairFO8545
April 201053.5FairFairSatisfactoryFairFO8545
February 200853.5FairFairSatisfactoryFairFO8545
March 200637.5PoorPoorSatisfactoryFairSD8545
February 200462.5FairFairSatisfactoryFairFO8545
March 200257.7FairFairSatisfactoryFairFO8545
March 200057.7FairFairSatisfactoryFairFO8545
March 199864.1FairFairSatisfactorySatisfactoryFO8545
June 199628.0PoorPoorPoorPoorSD40728
September 199428.0PoorPoorPoorPoorSD40728
September 199213.0PoorPoorSeriousPoorSD40728
July 199130.0PoorSeriousPoorPoorSD40728