CAMPUS VIEW BLVD over (O) Railroad


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAMPUS VIEW BLVD over (O) Railroad
Structure number:2560119
Location:3100 FT E/HIGH STREET
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:95.1 ft. [29.0 m]
Total length:304.1 ft. [92.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,507 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:96.9 tons [88.1 metric tons]
Inventory rating:58.1 tons [52.8 metric tons]
Sufficiency rating:69.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201769.8GoodVery GoodVery GoodVery Good-22507
September 201574.2GoodGoodVery GoodVery Good-15053
October 201474.9GoodVery GoodVery GoodVery Good-13800
August 201374.9GoodVery GoodVery GoodVery Good-13800
July 201274.9GoodGoodGoodGood-13800
July 201174.9FairSatisfactoryVery GoodSatisfactory-13800
September 201074.9FairSatisfactoryVery GoodSatisfactory-13800
November 200774.9GoodGoodVery GoodVery Good-13800
July 200674.9GoodGoodVery GoodVery Good-13800
July 200574.9GoodGoodVery GoodVery Good-13800
August 200474.9GoodGoodVery GoodVery Good-13800
December 200274.9GoodGoodVery GoodVery Good-13800
November 200174.9GoodGoodVery GoodVery Good-13800
December 200074.9GoodGoodVery GoodVery Good-13800
October 199874.9GoodGoodVery GoodVery Good-13800
October 199774.9GoodGoodVery GoodVery Good-13800
November 199674.9GoodGoodVery GoodVery Good-13800
November 199575.2GoodVery GoodVery GoodVery Good-13800
October 199475.2GoodExcellentExcellentExcellent-13800