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NFA A116 over FIRST CREEK

Map 

Coordinates:
+36.00306, -83.92611
36°00'11" N, 83°55'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA A116 over FIRST CREEK
Structure number:470A1160001
Location:E OFF SR33-1.2 M S OF 640
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:38.4 ft. [11.7 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:2,790 [as of 2015]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:74.2 tons [67.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201493.7Not deficientVery GoodVery GoodVery Good2790
May 201293.7Not deficientVery GoodVery GoodVery Good2790
May 201039.1Structurally deficient---2790
May 200898.7Not deficient---2790
May 200695.7Not deficient---2790
June 200495.7Not deficient---2790
April 200295.7Not deficient---2790
March 200096.6Not deficient---4620
June 199896.6Not deficient---4620
May 199696.6Not deficient---4620
June 199497.7Not deficient---4620
March 199297.7Not deficient---4620
May 199096.7Not deficient---4620