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LOCAL ROAD over JONES CREEK

Map 

Coordinates:
+30.46667, -91.08445
30°28'00" N, 91°05'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over JONES CREEK
Structure number:611730280910541
Location:0.6 MI SE OF US 61
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:56.8 ft. [17.3 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Other [9]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:61.4 tons [55.8 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:93.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201693.0Not deficientGoodGoodVery Good-
March 201493.0Not deficientGoodGoodVery Good-
March 201293.0Not deficientGoodGoodVery Good-
April 201093.0Not deficientVery GoodVery GoodVery Good-
April 200893.0Not deficientVery GoodGoodVery Good-
May 200693.0Not deficientExcellentExcellentExcellent-
November 200493.0Not deficientExcellentExcellentExcellent-