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US 84 MP 136.923 over FIVE RUN BRANCH

Map 

Coordinates:
+31.32250, -86.41778
31°19'21" N, 86°25'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 84 MP 136.923 over FIVE RUN BRANCH
Structure number:017979
Location:5.2 MI. E. US 29
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:35.1 ft. [10.7 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:2004
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:6
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: February 2016 

Status:Open, no restriction [A]
Average daily traffic:4,150 [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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.6
Estimated cost of work:$2,384,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201697.6Not deficientVery GoodVery GoodVery Good4150
February 201497.6Not deficientVery GoodVery GoodVery Good4150
February 201297.6Not deficientVery GoodExcellentVery Good4250
February 201097.6Not deficientVery GoodExcellentVery Good4000
February 200897.6Not deficientVery GoodExcellentExcellent4265
February 200697.6Not deficientVery GoodExcellentExcellent4370
March 200591.0Not deficientVery GoodExcellentExcellent9810