Share:

CR 307 G MILLER RD over FULTON CREEK

Map

Coordinates:
+40.43266, -83.37290
40°25'58" N, 83°22'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 307 G MILLER RD over FULTON CREEK
Structure number:8035431
Location:1000 FT WEST OF GRINDELL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:2008
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: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:778 [as of 2015]
Truck traffic:7% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodExcellentExcellentExcellent77899.4
October 2017GoodExcellentExcellentExcellent77899.4
September 2016GoodExcellentExcellentExcellent77899.4
September 2015GoodExcellentExcellentExcellent62899.5
December 2014GoodExcellentExcellentExcellent62899.5
November 2013GoodExcellentExcellentExcellent62899.5
January 2013GoodExcellentExcellentExcellent62899.5
September 2011GoodExcellentExcellentExcellent62899.5
January 2010GoodExcellentExcellentExcellent62899.5