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MS-1382 (Prk Acc R over DTCH TO CAL RIV

Map

Coordinates:
+41.66047, -87.53900
41°39'38" N, 87°32'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MS-1382 (Prk Acc R over DTCH TO CAL RIV
Structure number:016996000000000
Old structure number:000016996013659 (from 1992 edition)
Location:WOLF LAKE CONS P8C
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:5.9 ft. [1.8 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Park, Forest, or Reservation Agency [11]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans design:Culvert [19]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 1998]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:60.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$171,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair5 out of 1030060.2
April 2015Fair5 out of 1030063.6
February 2013Fair5 out of 1030064.6
March 2011Fair5 out of 1030962.9
May 2009Fair5 out of 1030962.9
April 2008Fair5 out of 1030962.9
August 2006Fair5 out of 1030962.9
August 2005Fair5 out of 1030962.9
July 2002Fair5 out of 1030962.9
November 2000Poor4 out of 1030951.0
July 1998Fair5 out of 1030967.0
July 1995Fair5 out of 10-78.5
February 1988Good8 out of 10-91.5