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FAU 3604 over POE BRANCH

Map 

Coordinates:
+35.05722, -85.16333
35°03'26" N, 85°09'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 3604 over POE BRANCH
Structure number:33036040003
Location:IN BRAINERD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:3,420 [as of 2016]
Truck traffic:3% of total traffic
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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201590.7Not deficient---3420
June 201391.7Not deficient---3420
June 201192.7Not deficient---3420
May 200992.7Not deficient---3420
May 200792.7Not deficient---3420
May 200592.7Not deficient---2890
June 200390.7Not deficient---2890
May 200190.7Not deficient---2960
April 199993.5Not deficient---2220
July 199794.6Not deficient---1870
April 199593.3Not deficient---2250
April 199394.4Not deficient---1520
June 199194.4Not deficient---1320