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ANGELA BLVD. over ST JOSEPH RIVER

Map

Coordinates:
+41.69328, -86.26305
41°41'36" N, 86°15'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANGELA BLVD. over ST JOSEPH RIVER
Structure number:7100002
Location:00.30 E OF PORTAGE ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:257.2 ft. [78.4 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:200.1 ft. [61.0 m]
Owner:County Highway Agency [02]
Year built:1940
Year reconstructed:2004
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,141 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$93,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairGoodGoodSatisfactory914198.1
September 2014FairGoodGoodSatisfactory1046798.0
September 2012FairGoodGoodSatisfactory1046798.0
October 2010FairGoodGoodSatisfactory1046798.0
October 2008GoodGoodVery GoodGood1323497.7
August 2006GoodGoodVery GoodGood1323491.7
July 2004GoodGoodVery GoodVery Good1071596.5
August 2002PoorPoorPoorFair1347243.8
September 2000PoorPoorPoorFair1347244.0
June 1998PoorPoorFairFair1525077.4
September 1996PoorPoorFairFair1519977.4
June 1994FairSatisfactoryFairFair1376646.4
July 1992FairFairSatisfactorySatisfactory1376656.7
July 1990FairGoodSatisfactoryGood700060.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.14,20412,6201,58400
Superstructure
Reinforced Concrete Archlinear ft.268025990
Reinforced Concrete Floor Beamlinear ft.1,1131,113000
Substructure
Reinforced Concrete Pier Walllinear ft.104010400
Reinforced Concrete Abutmentlinear ft.136012880
Bearings
Elastomeric Bearingeach437437000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.51436415000