Share:

LOWRIE ST over RIALTO STREET

Map 

Coordinates:
+40.46570, -79.98122
40°27'57" N, 79°58'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOWRIE ST over RIALTO STREET
Structure number:000000000002421
Old structure number:027301000030500 (from 1992 edition)
Location:301050 OVER RIALTO STREET
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:44.9 ft. [13.7 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year reconstructed:1972
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Posted for load [P]
Average daily traffic:1,650 [as of 2007]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:32.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201532.3Structurally deficientFairPoorFair1650
April 201346.5Structurally deficientFairPoorFair1650
April 201246.3Structurally deficientFairPoorFair1650
April 201146.5Structurally deficientFairPoorFair1650
April 201046.5Structurally deficientFairPoorFair1650
April 200946.5Structurally deficientFairPoorFair1650
April 200847.5Structurally deficientSatisfactoryPoorFair1650
April 200560.5Functionally obsoleteSatisfactoryFairFair1650
April 200360.5Functionally obsoleteSatisfactoryFairFair1650
April 200160.5Functionally obsoleteSatisfactoryFairSatisfactory1650
May 199960.5Functionally obsoleteSatisfactoryFairFair1650
April 199760.5Functionally obsoleteSatisfactoryFairFair1650
May 199571.6Functionally obsoleteGoodVery GoodSatisfactory1650
April 199371.6Functionally obsoleteGoodVery GoodSatisfactory1650
May 199171.6Functionally obsoleteGoodVery GoodSatisfactory1500