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SR 14, PETERS STRE over NS RAILROAD

Map 

Coordinates:
+33.75014, -84.39831
33°45'00" N, 84°23'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 14, PETERS STRE over NS RAILROAD
Structure number:000000012100490
Location:IN WEST ATLANTA
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:120.1 ft. [36.6 m]
Total length:995.1 ft. [303.3 m]
Roadway width between curbs:50.5 ft. [15.4 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Steel [3]
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: January 2015 

Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:5,350 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:29.7 tons [27.0 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:50.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,012,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201550.5Not deficientSatisfactorySatisfactoryFair5350
January 201347.2Functionally obsoleteSatisfactorySatisfactoryFair5350
December 201147.2Functionally obsoleteSatisfactorySatisfactoryFair5360
October 201048.8Functionally obsoleteSatisfactorySatisfactoryFair6380
August 200948.8Functionally obsoleteSatisfactorySatisfactoryFair6380
June 200747.9Functionally obsoleteSatisfactorySatisfactoryFair5710
June 200547.9Functionally obsoleteSatisfactorySatisfactoryFair5630
June 200347.5Functionally obsoleteSatisfactorySatisfactoryFair8800
July 200147.6Functionally obsoleteSatisfactorySatisfactoryFair7700
February 200014.3Structurally deficientSatisfactorySatisfactoryFair7100
March 199914.3Structurally deficientSatisfactorySatisfactoryFair7100
October 199615.3Structurally deficientSatisfactorySatisfactoryFair5900
December 199416.6Structurally deficientSatisfactorySatisfactoryFair5880
July 199216.6Structurally deficientSatisfactorySatisfactoryPoor5880
July 199020.6Structurally deficientSatisfactorySatisfactoryPoor5332