FAP 115 over SR115 / EUCLID AVE.


+35.96056, -83.94639
35°57'38" N, 83°56'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAP 115 over SR115 / EUCLID AVE.
Structure number:47SR1150015
Location:1 M NE OF SR62
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:128.0 ft. [39.0 m]
Deck width edge-to-edge:145.0 ft. [44.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:77,480 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201692.7Not deficientVery GoodVery GoodGood77480
February 201493.7Not deficientVery GoodVery GoodVery Good67440
February 201294.2Not deficientVery GoodExcellentVery Good62130
March 201095.2Not deficientVery GoodExcellentVery Good51230
April 200894.4Not deficientExcellentExcellentVery Good59690
March 200694.4Not deficientExcellentExcellentVery Good60260
March 200495.3Not deficientExcellentExcellentVery Good50190
December 200192.5Not deficientFairSatisfactoryGood52320
December 199992.4Not deficientFairSatisfactoryGood53820
April 199887.2Not deficientFairSatisfactoryGood65810
November 199589.6Not deficientFairSatisfactoryGood53180
June 199489.4Not deficientFairSatisfactoryGood55420
September 199289.8Not deficientFairSatisfactoryGood50280
February 199089.8Not deficientFairSatisfactoryGood50280