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RICHEY RD. #75 over ROLLER D. * RICHEY RD.

Map 

Coordinates:
+40.79694, -84.63111
40°47'49" N, 84°37'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RICHEY RD. #75 over ROLLER D. * RICHEY RD.
Structure number:8139490
Location:.2 MI. S. C70
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1998
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:12 [as of 2006]
Truck traffic:8% 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:Superior to present desirable criteria [9]
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:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201598.0Not deficientExcellentExcellentExcellent12
December 201498.0Not deficientExcellentExcellentExcellent12
November 201398.0Not deficientExcellentExcellentExcellent12
November 201295.0Not deficientExcellentExcellentExcellent12
January 201295.0Not deficientExcellentExcellentExcellent12
December 201095.0Not deficientExcellentExcellentExcellent12
November 200995.0Not deficientExcellentExcellentExcellent12
November 200895.0Not deficientExcellentExcellentExcellent12
October 200795.0Not deficientExcellentExcellentExcellent12
October 200695.0Not deficientExcellentExcellentExcellent12
October 200595.0Not deficientExcellentExcellentExcellent11
October 200495.0Not deficientExcellentExcellentExcellent11
October 200395.0Not deficientExcellentExcellentExcellent11
October 200295.0Not deficientExcellentExcellentExcellent11
October 200095.0Not deficientExcellentExcellentExcellent10
October 199995.0Not deficientExcellentExcellentExcellent10
October 199895.0Not deficientExcellentExcellentExcellent10