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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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201596.9Not deficientGoodVery GoodVery Good2400
May 201396.9Not deficientGoodVery GoodVery Good2400
May 201196.8Not deficientGoodVery GoodVery Good2500
August 200997.1Not deficientVery GoodVery GoodVery Good2000
August 200898.1Not deficientVery GoodVery GoodVery Good2000
September 200696.8Not deficientVery GoodVery GoodVery Good2500
September 200498.8Not deficientVery GoodVery GoodVery Good2500
September 200298.4Not deficientVery GoodVery GoodVery Good3400
August 200099.2Not deficientVery GoodVery GoodVery Good1800
September 199899.2Not deficientVery GoodVery GoodVery Good1800
September 199699.2Not deficientVery GoodVery GoodVery Good1800
October 199489.6Not deficientVery GoodVery GoodVery Good1800
March 199389.6Not deficientVery GoodVery GoodVery Good1800
February 199256.3Functionally obsoleteSatisfactorySatisfactoryFair2170
February 199152.5Not deficientSatisfactorySatisfactoryFair1800