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LOCAL ROAD over OCKLEY DITCH

Map 

Coordinates:
+32.47073, -93.73738
32°28'15" N, 93°44'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over OCKLEY DITCH
Structure number:040932282934421
Location:1.1 MI. NO.OF PIERRE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:89.9 ft. [27.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
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:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,480 [as of 1980]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:34.9 tons [31.7 metric tons]
Sufficiency rating:66.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$490,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201766.5FairSatisfactoryFairSatisfactoryFO2480
April 201566.4FairSatisfactoryFairSatisfactoryFO2480
April 201366.4FairSatisfactoryFairSatisfactoryFO2480
April 201169.4FairSatisfactoryFairSatisfactoryFO2480
March 200969.4FairSatisfactoryFairSatisfactoryFO2480
March 200769.4FairSatisfactoryFairGoodFO2480
March 200569.4FairSatisfactoryFairGoodFO2480
March 200369.4FairSatisfactoryFairGoodFO2480
March 200169.4FairSatisfactoryFairGoodFO2480
February 199969.4FairSatisfactoryFairGoodFO2480
January 199769.4FairSatisfactoryFairGoodFO2480
January 199569.4FairSatisfactoryFairGoodFO2480
March 199380.5FairSatisfactorySatisfactoryGoodFO2480
March 199169.4FairSatisfactoryFairGoodFO2480