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CROSSTOWN BL 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 over FORBES,DIAMOND,RPS.J&G
Structure number:000000000002733
Old structure number:028002028000000 (from 1992 edition)
Location:RP.FROM BLVD.TO 1026 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:18.0 ft. [5.5 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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: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 2014 

Status:Open, no restriction [A]
Average daily traffic:15,305 [as of 2014]
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: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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201481.1Functionally obsoleteFairSatisfactorySatisfactory15305
August 201290.7Not deficientSatisfactorySatisfactorySatisfactory16214
August 201091.1Not deficientSatisfactorySatisfactorySatisfactory16325
August 200892.1Not deficientSatisfactorySatisfactorySatisfactory153
October 200673.0Structurally deficientPoorSatisfactoryFair150
October 200463.2Structurally deficientPoorSatisfactoryFair147
October 200268.1Structurally deficientPoorSatisfactoryFair143
October 200069.1Functionally obsoleteFairSatisfactoryFair140
20000.0Not applicable---14205
October 199879.6Functionally obsoleteFairSatisfactoryFair135
October 199682.6Not deficientFairSatisfactoryFair131
October 199460.4Functionally obsoleteSatisfactorySatisfactorySatisfactory126
October 199259.4Not deficientSatisfactorySatisfactorySatisfactory6000