Share:

CTH GONTY RD over ROSSMAN CREEK

Map

Coordinates:
+44.57972, -91.64750
44°34'47" N, 91°38'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH GONTY RD over ROSSMAN CREEK
Structure number:B06017100000000
Location:0.7M W JCT CTH Y
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:45.9 ft. [14.0 m]
Total length:48.6 ft. [14.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:Town or Township Highway Agency [03]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:103 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood10394.5
September 2016GoodExcellentExcellentExcellent10394.5
September 2014GoodExcellentExcellentExcellent100100.0
October 2012GoodExcellentExcellentExcellent10098.0
October 2010GoodExcellentExcellentExcellent10068.0
November 2009GoodExcellentExcellentExcellent10068.0