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NFA A088 over FIRST CREEK

Map 

Coordinates:
+36.03583, -83.93222
36°02'09" N, 83°55'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA A088 over FIRST CREEK
Structure number:470A0880001
Location:W OFF SR33 NEAR CEDAR DR.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:10.2 ft. [3.1 m]
Total length:23.6 ft. [7.2 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:3,790 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:46.5 tons [42.3 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:82.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$332,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201482.4Not deficient---3790
May 201280.0Not deficient---3790
May 201080.0Not deficient---3790
May 200880.0Not deficient---3790
May 200677.0Not deficient---3790
June 200477.0Not deficient---3790
May 200277.0Not deficient---3790
April 200075.1Not deficient---11250
July 199875.1Not deficient---11250
May 199674.1Not deficient---11250
May 199455.9Functionally obsolete---11250
March 199255.9Functionally obsolete---11250
May 199055.9Functionally obsolete---11250