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TIMBERLAND AV over SAW MILL RUN CREEK

Map 

Coordinates:
+40.41079, -80.00591
40°24'39" N, 80°00'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TIMBERLAND AV over SAW MILL RUN CREEK
Structure number:000000000002459
Old structure number:027301000031130 (from 1992 edition)
Location:301113 OFF RT 51 S
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1909
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Other [00]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2013 

Status:Posted for load [P]
Average daily traffic:30 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:7.9 tons [7.2 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:16.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201316.8Structurally deficientSeriousPoorSerious30
October 201116.8Structurally deficientSeriousPoorPoor30
October 201016.8Structurally deficientSeriousPoorFair30
October 200916.8Structurally deficientSeriousFairFair30
October 200816.8Structurally deficientSeriousFairFair30
October 200716.8Structurally deficientSeriousFairFair30
September 200616.8Structurally deficientSeriousFairFair30
October 200516.8Structurally deficientSeriousFairFair30
October 200416.8Structurally deficientSeriousFairFair30
November 200316.8Structurally deficientPoorFairFair30
November 200216.8Structurally deficientPoorFairFair30
November 200116.8Structurally deficientPoorFairFair30
November 200019.4Structurally deficientPoorFairFair30
December 199919.4Structurally deficientPoorFairFair30
October 199816.8Structurally deficientPoorFairFair30
February 199716.8Structurally deficientPoorFairPoor30
September 199617.9Structurally deficientFairFairPoor30
January 199518.9Structurally deficientSatisfactorySatisfactoryPoor30
January 199418.9Structurally deficientSatisfactorySatisfactoryPoor30
January 199318.9Structurally deficientSatisfactorySatisfactoryPoor30
January 199218.9Structurally deficientSatisfactorySatisfactoryPoor30