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SR 1018 over MARTINS CK., NORF. SOUTH

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+40.86017, -75.20584
40°51'37" N, 75°12'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1018 over MARTINS CK., NORF. SOUTH
Structure number:000000000028690
Old structure number:481018001001050 (from 1992 edition)
Location:MESSINGER STREET
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:318.9 ft. [97.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1921
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:4,014 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:9.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2015PoorSeriousSeriousSerious40149.0
November 2014PoorSeriousSeriousSerious40379.0
February 2013PoorSeriousSeriousSerious40408.9
February 2012PoorSeriousSeriousSerious40408.9
February 2011PoorPoorSeriousSerious40408.9
February 2010PoorPoorFairSerious40059.0
February 2009PoorPoorPoorSerious46137.8
April 2007PoorPoorPoorPoor45867.9
April 2006PoorPoorPoorPoor45018.0
April 2005PoorPoorPoorPoor42802.0
April 2004PoorPoorPoorPoor42802.0
April 2003PoorPoorPoorPoor42802.0
April 2002PoorPoorPoorPoor41962.0
April 2001PoorPoorPoorPoor419614.1
February 2001FairFairFairFair178418.6
February 2000FairFairFairFair174918.7
February 1999FairFairFairFair171518.7
February 1998FairFairFairFair171518.7
February 1997FairFairFairFair36482.4
February 1996FairFairFairFair35425.7