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EDGEBROOK AV over SAW MILL RUN CREEK

Map

Coordinates:
+40.40209, -80.00074
40°24'08" N, 80°00'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EDGEBROOK AV over SAW MILL RUN CREEK
Structure number:000000000002408
Old structure number:027301000030280 (from 1992 edition)
Location:301028 AT ROUTE 51
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:35.1 ft. [10.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1914
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,250 [as of 2008]
Truck traffic:1% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:79.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201679.3GoodVery GoodVery GoodGoodFO2250
June 201479.3GoodVery GoodVery GoodGoodFO2250
June 201251.2GoodVery GoodVery GoodVery Good-2250
June 201079.3GoodVery GoodVery GoodVery Good-2250
June 200850.3GoodExcellentExcellentExcellent-2250
June 200677.3GoodExcellentExcellentExcellent-2250
July 200479.3GoodExcellentExcellentExcellent-2250
August 200233.9PoorPoorFairPoorSD2225
August 200113.6PoorPoorFairSeriousSD2225
July 200013.6PoorPoorFairSeriousSD2225
July 199913.6PoorPoorSeriousSeriousSD2225
August 199818.9PoorPoorSeriousSeriousSD2225
August 19977.9PoorPoorSeriousSeriousSD2225
October 19967.9PoorPoorCriticalSeriousSD2225
August 199523.8PoorPoorSeriousSeriousSD2225
July 199426.3PoorFairSeriousSeriousSD2225
July 199326.6PoorFairPoorSeriousSD2000
August 199241.4PoorFairPoorSeriousSD2000
July 199141.8PoorFairFairSeriousSD1500