Share:

N&SBL TIDEWATER TR over PISCATAWAY CREEK

Map 

Coordinates:
+37.87170, -76.84685
37°52'18" N, 76°50'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N&SBL TIDEWATER TR over PISCATAWAY CREEK
Structure number:000000000006141
Location:2.2M RTE360-11.2M MDSEX C
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:65.0 ft. [19.8 m]
Total length:327.1 ft. [99.7 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:6.9 ft. [2.1 m]
Owner:State Highway Agency [01]
Year built:1994
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:5
Main spans material:Prestressed concrete [5]
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:7,627 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:90.1 tons [81.9 metric tons]
Inventory rating:69.4 tons [63.1 metric tons]
Sufficiency rating:90.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201590.7Not deficientGoodGoodGood7627
March 201390.3Not deficientGoodGoodGood7934
March 201190.3Not deficientGoodGoodGood7934
March 200990.3Not deficientGoodGoodGood7934
March 200790.2Not deficientGoodVery GoodGood8082
April 200590.2Not deficientGoodVery GoodGood8055
March 200390.3Not deficientGoodVery GoodGood7990
March 200189.8Not deficientGoodVery GoodGood8336
May 199985.0Not deficientGoodVery GoodGood11316
March 199766.0Not deficientVery GoodVery GoodGood11000
April 199566.0Not deficientExcellentExcellentExcellent22000
April 199468.0Not deficientExcellentExcellentExcellent12000
April 19939.3Structurally deficientPoorPoorFair12496
March 199235.1Structurally deficientPoorPoorFair7010
March 199135.1Structurally deficientPoorPoorFair7180