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BLUFF RD/MODOC RD over PHEGLEY CREEK

Map

Coordinates:
+38.05490, -90.04064
38°03'18" N, 90°02'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BLUFF RD/MODOC RD over PHEGLEY CREEK
Structure number:079200400000000
Old structure number:000079200433601 (from 1992 edition)
Location:MODOC
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:10.5 ft. [3.2 m]
Total length:37.4 ft. [11.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:550 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.3 tons [61.2 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201599.0Good8 out of 10-550
November 201399.0Good8 out of 10-550
November 201198.9Good8 out of 10-600
November 200998.9Good8 out of 10-600
August 200698.7Good8 out of 10-700
January 200598.7Good8 out of 10-700
January 200398.3Good8 out of 10-900
March 200198.3Good9 out of 10-900
March 200098.3Good9 out of 10-900
200098.3-N out of 10-900