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HILLCREST-CHARLES over FLAT RIVER

Map

Coordinates:
+43.18921, -85.26806
43°11'21" N, 85°16'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HILLCREST-CHARLES over FLAT RIVER
Structure number:000000000007531
Old structure number:594285000026B01 (from 1992 edition)
Location:IN GREENVILLE
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:48.9 ft. [14.9 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,480 [as of 1997]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:86.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201686.6FairGoodGoodFair-8480
April 201486.6FairGoodGoodFair-8480
April 201297.8FairGoodGoodSatisfactory-8480
April 201097.8GoodGoodGoodGood-8480
May 200897.8GoodGoodGoodGood-8480
June 200691.8GoodGoodGoodGood-8480
May 200491.8GoodGoodGoodGood-8480
April 200291.8GoodVery GoodVery GoodGood-8480
November 200091.8GoodVery GoodVery GoodGood-8480
December 199891.8GoodVery GoodVery GoodGood-8480
December 199691.8GoodVery GoodVery GoodGood-8480
October 199496.6GoodVery GoodVery GoodGood-2800
August 199279.5GoodGoodVery GoodVery Good-2800
January 199079.5GoodGoodVery GoodVery Good-2800