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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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,409 [as of 2010]
Truck traffic:7% 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]
Operating rating:56.1 tons [51.0 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:69.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$282,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201569.1Fair6 out of 10FO13409
June 201369.0Fair6 out of 10FO13409
June 201169.1Fair6 out of 10FO13100
June 200969.6Good7 out of 10FO11067
May 200769.8Good7 out of 10FO10402
May 200569.6Good7 out of 10FO11067
June 200369.6Good7 out of 10FO11067
May 200169.5Fair6 out of 10FO7600
July 199969.5Fair6 out of 10FO7600
August 199735.3Poor4 out of 10SD7600
May 199534.2Poor4 out of 10SD7600
July 199334.2Poor4 out of 10SD7600
July 199134.9Poor4 out of 10SD7600