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SAND LICK RD over SAND LICK CREEK

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

Map

Coordinates:
+39.25750, -86.88111
39°15'27" N, 86°52'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SAND LICK RD over SAND LICK CREEK
Structure number:6000134
Location:0.4 E OF SASSAFRAS RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:11.8 ft. [3.6 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:76 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:14.0 tons [12.7 metric tons]
Inventory rating:11.0 tons [10.0 metric tons]
Sufficiency rating:18.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$438,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201518.6PoorSatisfactorySeriousFairSD76
November 201418.6PoorSatisfactorySeriousFairSD76
November 201231.4FairGoodFairSatisfactorySD76
January 201131.2FairGoodFairSatisfactorySD74
December 200833.2FairSatisfactoryFairSatisfactoryFO71
December 200629.2FairGoodFairSatisfactorySD71
September 200427.1PoorPoorFairSatisfactorySD69
September 200229.2FairSatisfactoryFairSatisfactorySD67
August 200019.7FairGoodFairSatisfactorySD62
August 199820.8FairFairFairSatisfactorySD62
August 199623.8PoorGoodPoorSatisfactorySD60
October 199423.8PoorVery GoodPoorSatisfactorySD60
February 199221.8PoorVery GoodPoorSatisfactorySD60
March 199021.6PoorVery GoodPoorSatisfactorySD100