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WREN LANDECK ROAD over L.AUGLAIZE*WREN LANDECK

Map 

Coordinates:
+40.80056, -84.45917
40°48'02" N, 84°27'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WREN LANDECK ROAD over L.AUGLAIZE*WREN LANDECK
Structure number:8140308
Location:.3 MI. E. CR. #165
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:69.9 ft. [21.3 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:319 [as of 2007]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201599.9Not deficientExcellentExcellentExcellent319
December 201499.9Not deficientExcellentExcellentExcellent319
October 201399.9Not deficientExcellentExcellentExcellent319
December 201294.9Not deficientExcellentExcellentExcellent319
January 201294.9Not deficientExcellentExcellentExcellent319
December 201094.9Not deficientExcellentExcellentExcellent319
November 200994.9Not deficientExcellentExcellentExcellent319
November 200894.9Not deficientExcellentExcellentExcellent319
November 200794.9Not deficientExcellentExcellentExcellent319
November 200694.9Not deficientExcellentExcellentExcellent301
November 200594.9Not deficientExcellentExcellentExcellent301
November 200494.9Not deficientExcellentExcellentExcellent301
October 200394.9Not deficientExcellentExcellentExcellent301
December 200294.9Not deficientExcellentExcellentExcellent284