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SR 15 over CANE CREEK TRIB SOUTH

Map 

Coordinates:
+33.77442, -89.04658
33°46'28" N, 89°02'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 15 over CANE CREEK TRIB SOUTH
Structure number:310001500924290
Location:2.4 MI N WEBSTER CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1992
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 continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Equal to present desirable criteria [8]
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:53.9 tons [49.0 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201596.9GoodGoodVery GoodVery Good-2400
May 201396.9GoodGoodVery GoodVery Good-2400
May 201196.8GoodGoodVery GoodVery Good-2500
August 200997.1GoodVery GoodVery GoodVery Good-2000
August 200898.1GoodVery GoodVery GoodVery Good-2000
September 200696.8GoodVery GoodVery GoodVery Good-2500
September 200498.8GoodVery GoodVery GoodVery Good-2500
September 200298.4GoodVery GoodVery GoodVery Good-3400
August 200099.2GoodVery GoodVery GoodVery Good-1800
September 199899.2GoodVery GoodVery GoodVery Good-1800
September 199699.2GoodVery GoodVery GoodVery Good-1800
October 199489.6GoodVery GoodVery GoodVery Good-1800
March 199389.6GoodVery GoodVery GoodVery Good-1800
February 199256.3FairSatisfactorySatisfactoryFairFO2170
February 199152.5FairSatisfactorySatisfactoryFair-1800