Share:

ROCKY HOLLOW RD over HECHT CR OF BOURBE

Map

Coordinates:
+38.30624, -91.26190
38°18'22" N, 91°15'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ROCKY HOLLOW RD over HECHT CR OF BOURBE
Structure number:22446
Old structure number:35600111 036 (from 1992 edition)
Location:S 9 T 41 N R 3 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:62.0 ft. [18.9 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:16°
Owner:County Highway Agency [02]
Year built:1994
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 2017100.0GoodGoodExcellentExcellent-100
March 2015100.0GoodGoodExcellentExcellent-100
March 2013100.0GoodVery GoodVery GoodExcellent-100
March 201199.0GoodVery GoodVery GoodVery Good-100
February 2009100.0GoodVery GoodVery GoodVery Good-100
February 2007100.0GoodVery GoodVery GoodVery Good-100
March 2005100.0GoodVery GoodVery GoodVery Good-100
March 2003100.0GoodVery GoodVery GoodVery Good-100
February 2001100.0GoodVery GoodVery GoodExcellent-100
February 1999100.0GoodVery GoodVery GoodExcellent-100
February 1997100.0GoodExcellentExcellentExcellent-100
January 1995100.0GoodExcellentExcellentExcellent-100