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EBL RICH. TAPP.HWY over PISCATAWAY CREEK

Map 

Coordinates:
+37.87743, -76.90396
37°52'39" N, 76°54'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EBL RICH. TAPP.HWY over PISCATAWAY CREEK
Structure number:000000000006143
Location:2.3M RTE17-4.5M K&Q CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1971
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:4,331 [as of 2014]
Truck traffic:6% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:59.6 tons [54.2 metric tons]
Inventory rating:46.0 tons [41.8 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201599.6Not deficientSatisfactorySatisfactorySatisfactory4331
March 201399.6Not deficientSatisfactorySatisfactorySatisfactory4262
March 201199.6Not deficientSatisfactorySatisfactorySatisfactory4262
March 200999.6Not deficientSatisfactorySatisfactorySatisfactory4262
March 200799.6Not deficientSatisfactoryGoodSatisfactory4269
March 200599.6Not deficientSatisfactoryGoodSatisfactory4326
March 200399.6Not deficientSatisfactoryGoodSatisfactory4082
March 200198.6Not deficientSatisfactoryGoodSatisfactory4019
February 199996.3Not deficientSatisfactoryGoodSatisfactory7201
March 199796.3Not deficientSatisfactoryGoodSatisfactory7000
March 199596.2Not deficientGoodVery GoodSatisfactory11000
March 199396.5Not deficientGoodGoodSatisfactory6030
March 199196.7Not deficientGoodGoodSatisfactory3450