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Five Pts. E. Rd. over Brubaker Creek

Map 

Coordinates:
+40.84833, -82.51083
40°50'54" N, 82°30'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Five Pts. E. Rd. over Brubaker Creek
Structure number:7030006
Location:0.15 M E. of SR-13
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:54.8 ft. [16.7 m]
Total length:57.7 ft. [17.6 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:2014
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:470 [as of 2014]
Truck traffic:3% 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:Superior to present desirable criteria [9]
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 protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:83.1 tons [75.5 metric tons]
Inventory rating:64.1 tons [58.3 metric tons]
Sufficiency rating:98.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201598.9Not deficientExcellentExcellentExcellent470
January 201598.9Not deficientExcellentExcellentExcellent470