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MARTLINGS AVENUE over RICHMOND LAKE DAM

Map

Coordinates:
+40.62279, -74.11837
40°37'22" N, 74°07'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARTLINGS AVENUE over RICHMOND LAKE DAM
Structure number:000000002249760
Location:IN CLOVE LAKES PARK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:15.7 ft. [4.8 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,897 [as of 2016]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,495,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Fair6 out of 101089769.8
June 2015Fair6 out of 101340969.1
June 2013Fair6 out of 101340969.0
June 2011Fair6 out of 101310069.1
June 2009Good7 out of 101106769.6
May 2007Good7 out of 101040269.8
May 2005Good7 out of 101106769.6
June 2003Good7 out of 101106769.6
May 2001Fair6 out of 10760069.5
July 1999Fair6 out of 10760069.5
August 1997Poor4 out of 10760035.3
May 1995Poor4 out of 10760034.2
July 1993Poor4 out of 10760034.2
July 1991Poor4 out of 10760034.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.78058200
Culvert
Reinforced Concrete Culvertlinear ft.1566478140
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1741591500