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HAZEL RD over WARRIOR CREEK

Map 

Coordinates:
+32.38947, -89.32382
32°23'22" N, 89°19'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAZEL RD over WARRIOR CREEK
Structure number:SA6200000000046
Location:SEC 1 T 6N R 9E
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:60.0 ft. [18.3 m]
Total length:152.9 ft. [46.6 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:2001
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:4
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:300 [as of 2013]
Truck traffic:8% 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: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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:81.6 tons [74.2 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201499.9Not deficientVery GoodVery GoodVery Good300
December 201283.0Not deficientVery GoodVery GoodVery Good300
January 201199.9Not deficientVery GoodVery GoodVery Good300
December 200999.9Not deficientVery GoodVery GoodVery Good300
January 200899.9Not deficientVery GoodVery GoodVery Good300
September 200599.9Not deficientVery GoodVery GoodVery Good300
December 200399.9Not deficientVery GoodVery GoodVery Good300
December 200199.8Not deficientExcellentExcellentExcellent300
December 200025.9Structurally deficientSatisfactoryGoodPoor300
December 199925.9Structurally deficientSatisfactoryGoodPoor300
December 199824.8Structurally deficientFairVery GoodPoor300
December 199724.8Structurally deficientFairVery GoodPoor300
December 199524.8Structurally deficientFairVery GoodPoor300