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MILLER ROAD over BLACKFORK-MOHICAN RIVER

Map 

Coordinates:
+40.92333, -82.60333
40°55'24" N, 82°36'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MILLER ROAD over BLACKFORK-MOHICAN RIVER
Structure number:7032072
Location:0.5 MI. E OF BOWMAN ST.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:87 [as of 1994]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:65.6 tons [59.6 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 2015100.0Not deficientVery GoodVery GoodVery Good87
June 2014100.0Not deficientVery GoodVery GoodVery Good87
September 2013100.0Not deficientVery GoodVery GoodVery Good87
June 2012100.0Not deficientVery GoodVery GoodVery Good87
May 2011100.0Not deficientVery GoodVery GoodVery Good87
September 2010100.0Not deficientVery GoodVery GoodVery Good87
September 2009100.0Not deficientVery GoodVery GoodGood87
September 2008100.0Not deficientVery GoodVery GoodGood87
October 2007100.0Not deficientVery GoodVery GoodGood87
September 2006100.0Not deficientVery GoodVery GoodGood87
June 2005100.0Not deficientVery GoodVery GoodVery Good87
June 2004100.0Not deficientVery GoodVery GoodVery Good87
July 2002100.0Not deficientVery GoodVery GoodVery Good87
October 2001100.0Not deficientVery GoodVery GoodVery Good87
September 2000100.0Not deficientVery GoodVery GoodVery Good87
August 1999100.0Not deficientVery GoodVery GoodVery Good87
November 1998100.0Not deficientVery GoodVery GoodVery Good87
June 1997100.0Not deficientExcellentExcellentExcellent87
June 1996100.0Not deficientExcellentExcellentExcellent87
November 1995100.0Not deficientExcellentExcellentExcellent87