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LRD GLASS RD (DEAD over TRIB MISSISSIPPI RIVER

Map 

Coordinates:
+43.43323, -91.19060
43°25'60" N, 91°11'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD GLASS RD (DEAD over TRIB MISSISSIPPI RIVER
Structure number:P62070900000000
Location:0.1M S JCT STH 82
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:58 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:37.7 tons [34.3 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:58.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$143,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201658.0FairGoodSatisfactoryFairFO58
May 201460.9FairGoodSatisfactoryFairFO50
May 201260.9FairSatisfactorySatisfactoryFairFO50
May 201071.9FairSatisfactorySatisfactorySatisfactoryFO50
October 200971.9FairSatisfactorySatisfactorySatisfactoryFO50
May 200871.9FairSatisfactorySatisfactorySatisfactoryFO50
May 200671.9FairSatisfactorySatisfactorySatisfactoryFO50
June 200471.9FairSatisfactorySatisfactorySatisfactoryFO50
May 200271.9FairSatisfactorySatisfactorySatisfactoryFO50
April 200071.9FairSatisfactorySatisfactorySatisfactoryFO50
May 199871.9FairSatisfactorySatisfactorySatisfactoryFO50
June 199671.9FairSatisfactorySatisfactorySatisfactoryFO50
April 199471.6FairSatisfactorySatisfactoryGoodFO50
September 199270.6FairFairSatisfactorySatisfactoryFO50
October 199070.6FairFairSatisfactorySatisfactoryFO50