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HIGHLAND AVENUE over OX CREEK

Map

Coordinates:
+42.11612, -86.44816
42°06'58" N, 86°26'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HIGHLAND AVENUE over OX CREEK
Structure number:000000000001049
Old structure number:114063000046B01 (from 1992 edition)
Location:1 BLK W OF PAW PAW AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.8 ft. [3.6 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 1989]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:51.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$17,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Fair5 out of 10300051.8
January 2016Fair5 out of 10300051.8
November 2013Fair6 out of 10300058.9
June 2011Fair6 out of 10300058.9
February 2009Fair6 out of 10300058.9
May 2006Fair6 out of 10300058.9
October 2003Fair6 out of 10300058.9
May 2001Fair6 out of 10300058.9
November 1998Fair6 out of 10300058.9
September 1996Good7 out of 10300065.3
December 1994Good7 out of 10300065.1
October 1991Fair7 out of 10300065.1