Share:

HOOT 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:
+39.26806, -86.88944
39°16'05" N, 86°53'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOOT RD over SAND LICK CREEK
Structure number:6000083
Location:01.00 S PLESANT HILL RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:13.8 ft. [4.2 m]
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Posted for load [P]
Average daily traffic:53 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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:12.0 tons [10.9 metric tons]
Inventory rating:8.0 tons [7.3 metric tons]
Sufficiency rating:16.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$588,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201516.4PoorSeriousPoorPoorSD53
November 201416.4PoorSeriousPoorPoorSD53
November 201218.7PoorGoodPoorPoorSD53
January 201118.7PoorGoodPoorPoorSD51
December 200822.2PoorGoodPoorPoorSD49
December 200620.8PoorGoodPoorPoorSD49
September 200418.7PoorPoorPoorPoorSD47
September 200218.7PoorPoorPoorPoorSD45
August 200018.8PoorFairPoorPoorSD41
August 199818.8PoorFairPoorPoorSD41
August 199619.8PoorSatisfactoryPoorSatisfactorySD40
October 199419.8PoorGoodPoorSatisfactorySD40
February 199219.8PoorGoodPoorSatisfactorySD40
March 199019.5PoorGoodPoorSatisfactorySD100