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CROSSTOWN BL RP. K over FORBES,DIAMOND,RPS.J&G

Map

Coordinates:
+40.43806, -79.99403
40°26'17" N, 79°59'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CROSSTOWN BL RP. K over FORBES,DIAMOND,RPS.J&G
Structure number:000000000002733
Old structure number:028002028000000 (from 1992 edition)
Location:RP. FROM BLVD.TO SR579 NB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:125.0 ft. [38.1 m]
Total length:976.1 ft. [297.5 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2012
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:6
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,967 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,742,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201690.0FairFairSatisfactorySatisfactory-14967
August 201481.1FairFairSatisfactorySatisfactoryFO15305
August 201290.7FairSatisfactorySatisfactorySatisfactory-16214
August 201091.1FairSatisfactorySatisfactorySatisfactory-16325
August 200892.1FairSatisfactorySatisfactorySatisfactory-153
October 200673.0PoorPoorSatisfactoryFairSD150
October 200463.2PoorPoorSatisfactoryFairSD147
October 200268.1PoorPoorSatisfactoryFairSD143
October 200069.1FairFairSatisfactoryFairFO140
October 199879.6FairFairSatisfactoryFairFO135
October 199682.6FairFairSatisfactoryFair-131
October 199460.4FairSatisfactorySatisfactorySatisfactoryFO126
October 199259.4FairSatisfactorySatisfactorySatisfactory-6000