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NFA C334 over FIRST CREEK

Map 

Coordinates:
+36.00694, -83.92417
36°00'25" N, 83°55'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA C334 over FIRST CREEK
Structure number:470C3340001
Location:E OFF SR33 ON WALKER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,580 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201483.0Not deficientGoodGoodGood1580
May 201283.0Not deficientGoodGoodGood1580
May 201089.3Not deficientGoodGoodGood1580
May 200889.3Not deficientGoodGoodGood1580
May 200691.3Not deficientGoodGoodGood1580
June 200491.3Not deficientGoodGoodGood1580
April 200291.3Not deficientGoodGoodGood1580
March 200091.3Not deficientVery GoodExcellentExcellent2000
June 199891.3Not deficientVery GoodExcellentExcellent2000
May 199691.3Not deficientExcellentExcellentExcellent2000
July 199410.6Structurally deficientCriticalPoorPoor2000
March 199210.6Structurally deficientCriticalPoorPoor2000
May 199010.6Structurally deficientCriticalPoorPoor2000