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SR 21 over HONTOKALO CREEK RELIEF

Map 

Coordinates:
+32.52025, -89.39573
32°31'13" N, 89°23'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 21 over HONTOKALO CREEK RELIEF
Structure number:310002106201260
Location:11.8 MI N SR 35
Purpose:Carries highway over relief for waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,700 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:49.9 tons [45.4 metric tons]
Inventory rating:44.1 tons [40.1 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201694.5GoodVery GoodVery GoodVery Good-2700
December 201491.9GoodVery GoodVery GoodVery Good-3900
December 201291.3GoodVery GoodVery GoodVery Good-4200
December 201091.3GoodVery GoodVery GoodVery Good-4200
November 200894.4GoodVery GoodVery GoodGood-2700
November 200694.4GoodVery GoodVery GoodGood-2700
January 200641.3FairGoodSatisfactoryFairFO2900
January 200541.3FairGoodSatisfactoryFairFO3200
February 200341.3FairGoodSatisfactoryFairFO2400
January 200241.3FairGoodSatisfactoryFairFO2400
January 200145.1FairGoodSatisfactoryFair-2000
January 200045.1FairGoodSatisfactoryFair-2000
January 199945.1FairGoodSatisfactoryFair-2000
November 199745.1FairGoodSatisfactoryFair-2000
November 199665.7FairGoodGoodSatisfactoryFO2100
April 199563.0FairGoodGoodSatisfactoryFO2100
November 199463.4FairGoodGoodSatisfactoryFO2010
November 199263.4FairGoodGoodSatisfactoryFO2010
November 199060.3FairGoodGoodSatisfactory-1500