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FAU 131 over LAMMIE BRANCH

Map 

Coordinates:
+36.08528, -83.92083
36°05'07" N, 83°55'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 131 over LAMMIE BRANCH
Structure number:47SR1310001
Location:.3 M W OF SR33
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:15.1 ft. [4.6 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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: February 2016 

Status:Open, no restriction [A]
Average daily traffic:12,730 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:43.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$779,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201643.5Functionally obsolete---12730
February 201447.5Functionally obsolete---10360
February 201247.5Functionally obsolete---11410
March 201047.5Functionally obsolete---11110
April 200847.5Functionally obsolete---11240
March 200647.5Functionally obsolete---12270
March 200447.5Functionally obsolete---12110
December 200147.5Functionally obsolete---12830
January 200047.5Functionally obsolete---9480
February 199847.5Functionally obsolete---9200
September 199547.5Functionally obsolete---9190
October 199347.5Functionally obsolete---7670
January 199247.5Functionally obsolete---9000
January 199047.5Functionally obsolete---9000