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GUM SPRINGS ROAD over HONTOKALO CREEK

Map 

Coordinates:
+32.49119, -89.38813
32°29'28" N, 89°23'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GUM SPRINGS ROAD over HONTOKALO CREEK
Structure number:SA6200000000141
Location:SEC 33 T 8N R 9E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:2009
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:180 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:63.5 tons [57.7 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201496.8Not deficientExcellentExcellentVery Good180
December 201278.9Not deficientExcellentExcellentExcellent180
January 201199.9Not deficientExcellentExcellentExcellent180
December 200999.9Not deficientExcellentExcellentExcellent180
January 200932.4Structurally deficientGoodGoodPoor320
January 200832.4Structurally deficientGoodGoodPoor320
December 200632.4Structurally deficientGoodGoodPoor320
September 200532.4Structurally deficientGoodGoodPoor320
September 200432.4Structurally deficientGoodGoodPoor320
March 200432.4Structurally deficientGoodGoodPoor320
December 200172.4Not deficientGoodGoodSatisfactory320
December 199976.4Not deficientVery GoodVery GoodGood250
November 199776.4Not deficientVery GoodVery GoodGood250
December 199576.4Not deficientVery GoodVery GoodGood250