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CR 600W over SUGAR CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.69417, -85.89639
39°41'39" N, 85°53'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 600W over SUGAR CREEK
Structure number:7300008
Location:00.80 N OF CR 1100N
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:77.4 ft. [23.6 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1917
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
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: January 2012

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:200 [as of 2012]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:35.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2012Poor4 out of 1020035.1
January 2010Poor4 out of 1017546.7
January 2008Poor4 out of 1017546.7
January 2006Poor4 out of 1012561.7
November 2003FairN out of 1011049.2
November 2001FairN out of 1011049.2
June 1999FairN out of 1010056.8
December 1997FairN out of 1010056.8
October 1995PoorN out of 1010047.8
November 1993PoorN out of 1010047.8
December 1992PoorN out of 1010055.2
December 1989FairN out of 1010024.2