Share:

RAMP S, ALLIES BL over RAMP R,02266 RPS.,FORBES

Map

Coordinates:
+40.43625, -79.96983
40°26'10" N, 79°58'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RAMP S, ALLIES BL over RAMP R,02266 RPS.,FORBES
Structure number:000000000001321
Old structure number:020885033113020 (from 1992 edition)
Location:@ N.END OF BIRMINGHAM BR.
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:99.1 ft. [30.2 m]
Total length:1573.2 ft. [479.5 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:20
Main spans material:Steel continuous [4]
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: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,819 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:66.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201566.0FairSatisfactoryFairFairFO10819
August 201364.0FairSatisfactoryFairFairFO10938
August 201164.0FairSatisfactoryFairFairFO10232
August 200964.0FairSatisfactoryFairFairFO10343
August 200764.0FairSatisfactoryFairSatisfactoryFO10884
August 200566.0FairSatisfactoryFairSatisfactoryFO10711
August 200365.7FairSatisfactoryFairSatisfactoryFO12427
August 200164.7FairSatisfactoryFairSatisfactoryFO22210
October 199976.7FairSatisfactorySatisfactorySatisfactoryFO22210
September 199774.7FairGoodSatisfactorySatisfactoryFO21011
September 199575.0FairGoodSatisfactorySatisfactoryFO27425
September 199375.0FairGoodSatisfactorySatisfactoryFO14884