Share:

PETERS STREET over SR 3(US 19) NORTHSIDE DR

Map 

Coordinates:
+33.74320, -84.40829
33°44'36" N, 84°24'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PETERS STREET over SR 3(US 19) NORTHSIDE DR
Structure number:000000012100480
Location:IN W ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:59.4 ft. [18.1 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,090 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances 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:39.6 tons [36.0 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,054,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201574.3Functionally obsoleteSatisfactorySatisfactorySatisfactory4090
May 201374.3Functionally obsoleteSatisfactorySatisfactorySatisfactory4090
May 201173.2Functionally obsoleteSatisfactorySatisfactorySatisfactory21420
August 200974.0Functionally obsoleteSatisfactorySatisfactorySatisfactory8860
June 200775.5Functionally obsoleteSatisfactorySatisfactorySatisfactory16800
June 200575.8Functionally obsoleteSatisfactorySatisfactorySatisfactory11710
June 200375.9Functionally obsoleteVery GoodSatisfactorySatisfactory11400
April 200175.9Functionally obsoleteVery GoodSatisfactorySatisfactory11000
May 199975.5Functionally obsoleteGoodSatisfactorySatisfactory17113
September 199675.5Functionally obsoleteGoodSatisfactorySatisfactory17113
November 199474.9Functionally obsoleteGoodSatisfactorySatisfactory17113
June 199274.9Functionally obsoleteGoodGoodGood17113
June 199074.9Functionally obsoleteGoodGoodGood17113