Share:

RUSSELL COMM RD over TRIB OF HONTOKALO CK

Map

Coordinates:
+32.42566, -89.39726
32°25'32" N, 89°23'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RUSSELL COMM RD over TRIB OF HONTOKALO CK
Structure number:SA6200000000148
Location:SEC 29 T 7N R 9E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:84.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$270,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201584.8FairGoodGoodSatisfactory-200
December 201384.8FairGoodGoodSatisfactory-200
December 201162.8GoodGoodGoodGood-200
December 200962.8GoodGoodGoodGood-200
January 200862.8GoodGoodGoodGood-200
September 200562.8GoodGoodGoodGood-200
December 200362.8GoodGoodGoodGood-200
December 200162.8GoodGoodGoodGood-200
December 199962.8GoodGoodVery GoodVery Good-200
December 199762.8GoodGoodVery GoodVery Good-200