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TR10 BUZZARD ROCK over BUZZARD ROCK CREEK

Map

Coordinates:
+38.11008, -90.08662
38°06'36" N, 90°05'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:TR10 BUZZARD ROCK over BUZZARD ROCK CREEK
Structure number:079436300000000
Old structure number:000079436336062 (from 1992 edition)
Location:1MI N P-DUROCHER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.4 ft. [18.4 m]
Total length:61.4 ft. [18.7 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:Town or Township Highway Agency [03]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:75 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201597.9FairSatisfactorySatisfactoryVery Good-75
August 2011100.0GoodVery GoodVery GoodVery Good-50
September 2007100.0GoodExcellentExcellentExcellent-50
July 2005100.0GoodExcellentExcellentExcellent-50
December 200299.9GoodExcellentExcellentExcellent-100