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INTERSTATE 95 S.B. over POQUESSING CR & GRANT AV

Map

Coordinates:
+40.05535, -74.98474
40°03'19" N, 74°59'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:INTERSTATE 95 S.B. over POQUESSING CR & GRANT AV
Structure number:000000000038656
Old structure number:670095032523880 (from 1992 edition)
Location:NR.GRANT AVENUE 3483C02
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:142.1 ft. [43.3 m]
Total length:397.0 ft. [121.0 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:57,977 [as of 2016]
Truck traffic:12% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:78.9 tons [71.7 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:92.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$379,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201692.2FairSatisfactorySatisfactorySatisfactory-57977
February 201489.0FairSatisfactorySatisfactorySatisfactory-60544
February 201277.4FairSatisfactorySatisfactoryFair-61748
February 201043.4PoorSatisfactorySatisfactoryPoorSD61355
February 200841.9PoorSatisfactorySatisfactoryPoorSD75253
February 200642.4PoorSatisfactorySatisfactoryPoorSD71002
March 200441.0PoorSatisfactorySatisfactoryPoorSD66667
February 200241.4PoorGoodSatisfactoryPoorSD65094
August 199960.4PoorGoodSatisfactoryPoorSD60547
September 199779.9FairSatisfactorySatisfactoryFair-54076
October 199578.9FairSatisfactorySatisfactoryFair-56959
February 199490.3FairGoodGoodSatisfactory-60491
February 199290.4GoodGoodVery GoodGood-59265