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COUNTY ROAD 438 over SALT CREEK

Map

Coordinates:
+40.66874, -81.87451
40°40'07" N, 81°52'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 438 over SALT CREEK
Structure number:8552932
Location:0.1 MI. S. OF TR439
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1996
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,337 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodExcellentExcellentExcellent133798.2
July 2016GoodExcellentExcellentExcellent133798.2
August 2015GoodExcellentExcellentExcellent128898.2
August 2014GoodExcellentExcellentExcellent128898.2
September 2013GoodExcellentExcellentExcellent128898.2
November 2012GoodExcellentExcellentExcellent128898.2
October 2011GoodExcellentExcellentExcellent128898.2
July 2010GoodExcellentExcellentExcellent128898.2
September 2009GoodExcellentExcellentExcellent128898.2
September 2008GoodExcellentExcellentExcellent128898.2
September 2006GoodExcellentExcellentExcellent141698.1
October 2005GoodExcellentExcellentExcellent141698.1
September 2004GoodExcellentExcellentExcellent141698.1
February 2001GoodExcellentExcellentExcellent141698.1
February 1999GoodExcellentExcellentExcellent122698.2
November 1997GoodExcellentExcellentExcellent120998.3
February 1997GoodExcellentExcellentExcellent120998.3