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GSP SB over JONES CREEK

Map 

Coordinates:
+38.99167, -74.87667
38°59'30" N, 74°52'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GSP SB over JONES CREEK
Structure number:360024S
Location:2.4 MI NE OF US9&GSP JCT.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:
Owner:State Toll Authority [31]
Year built:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:4,542 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:4.8 tons [4.4 metric tons]
Inventory rating:3.7 tons [3.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:44.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201544.0Functionally obsolete---4542
June 201385.8Not deficient---4542
June 201185.8Not deficient---4453
June 200983.8Not deficient---4409
June 200783.8Not deficient---4322
July 200585.9Not deficient---4000
August 200385.9Not deficient---4000
July 200185.5Not deficient---4000
July 199960.7Functionally obsolete---3947
July 199759.7Functionally obsolete---3870
July 199569.5Functionally obsolete---4257
July 199370.3Functionally obsolete---5990
July 199170.3Functionally obsolete---5990