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MEASELLS ROAD over BCH OF POLE BRANCH

Map 

Coordinates:
+32.47178, -89.72854
32°28'18" N, 89°43'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MEASELLS ROAD over BCH OF POLE BRANCH
Structure number:SA6200000000069
Location:SEC 7 T 7N R 6E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:220 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:89.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$175,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201489.8Not deficientVery GoodGoodGood220
December 201282.7Not deficientVery GoodVery GoodGood220
January 201167.7Not deficientVery GoodVery GoodGood220
December 200967.7Not deficientVery GoodVery GoodVery Good220
January 200867.7Not deficientVery GoodVery GoodVery Good220
October 200563.1Not deficientVery GoodVery GoodVery Good290
December 200363.1Not deficientVery GoodVery GoodVery Good290
December 200163.1Not deficientVery GoodVery GoodVery Good290
December 199963.1Not deficientVery GoodVery GoodVery Good290
November 199763.1Not deficientVery GoodVery GoodVery Good290
December 199546.4Structurally deficientVery GoodVery GoodGood290