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SAND ROAD over BLACK CREEK

Map

Coordinates:
+38.88543, -87.17764
38°53'08" N, 87°10'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SAND ROAD over BLACK CREEK
Structure number:4200208
Location:00.65 W OF PAHMEIER ROAD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:120.1 ft. [36.6 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:130 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:48.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,050,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairFair13048.0
September 2015FairFairFairFair13042.0
September 2013FairFairFairFair13042.0
February 2012FairFairSatisfactorySatisfactory13052.0
April 2010FairFairSatisfactorySatisfactory13051.8
January 2008FairFairSatisfactorySatisfactory13057.4
January 2006FairFairSatisfactorySatisfactory13057.4
January 2004FairSatisfactorySatisfactorySatisfactory12545.3
January 2002FairSatisfactorySatisfactorySatisfactory12545.3
February 2000FairSatisfactorySatisfactorySatisfactory12546.5
March 1998FairSatisfactorySatisfactorySatisfactory12546.3
January 1996FairSatisfactorySatisfactorySatisfactory12532.8
February 1994FairSatisfactorySatisfactorySatisfactory12532.8
December 1991FairSatisfactorySatisfactoryGood12527.2
December 1988FairSatisfactoryFairGood10038.1