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RT H E over TAYLOR SPRING BR

Map

Coordinates:
+38.08064, -91.26310
38°04'50" N, 91°15'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT H E over TAYLOR SPRING BR
Structure number:8742
Old structure number:S 516 1 (from 1992 edition)
Location:S 21 T 39 N R 3 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:767 [as of 2018]
Truck traffic:12% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Fair6 out of 1076780.4
September 2016Fair6 out of 1070081.1
September 2014Fair6 out of 1067681.3
September 2012Fair6 out of 1064062.5
September 2010Fair6 out of 1068065.0
October 2008Fair6 out of 1067465.1
September 2006Fair6 out of 1099261.2
December 2004Fair6 out of 10100859.8
October 2002Fair6 out of 10172457.5
January 2001Fair6 out of 10173157.5
December 1998Fair6 out of 10168157.5
October 1996Fair6 out of 10145857.5
December 1994Good7 out of 10139458.5
September 1992Good8 out of 10137172.2
December 1990Good8 out of 10113249.9