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FAU 3788 over SUMMIT HILL DR / J.WHITE

Map 

Coordinates:
+35.96833, -83.91667
35°58'06" N, 83°55'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 3788 over SUMMIT HILL DR / J.WHITE
Structure number:47SR1580045
Location:DOWNTOWN KNOXVILLE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:113.9 ft. [34.7 m]
Total length:231.0 ft. [70.4 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:11,150 [as of 2016]
Truck traffic:3% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:91.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201691.6Not deficientVery GoodVery GoodVery Good11150
February 201491.6Not deficientVery GoodVery GoodVery Good11150
February 201291.6Not deficientVery GoodVery GoodVery Good11150
March 201091.9Not deficientVery GoodVery GoodVery Good11150
April 200891.9Not deficientVery GoodVery GoodVery Good11150
August 200799.0Not deficientVery GoodVery GoodVery Good11150
March 20065.0Structurally deficientFairSatisfactoryFair9960
March 200478.6Functionally obsoleteVery GoodVery GoodGood11690
January 200262.4Functionally obsoleteFairSatisfactoryFair16980
February 200062.7Functionally obsoleteFairSatisfactoryFair15150
April 199861.2Functionally obsoleteFairSatisfactoryFair25160
November 199562.4Functionally obsoleteFairSatisfactoryFair22000
November 199362.3Functionally obsoleteFairSatisfactoryFair22380
February 199262.5Functionally obsoleteFairSatisfactoryFair20530
March 199059.4Functionally obsoleteFairSatisfactoryFair20530