Share:

CAMPUS VIEW BLVD over (O) Railroad

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:Historical significance is not determinable at this time [4]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:15,053 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Good [7 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]
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:74.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201574.2Not deficientGoodVery GoodVery Good15053
October 201474.9Not deficientVery GoodVery GoodVery Good13800
August 201374.9Not deficientVery GoodVery GoodVery Good13800
July 201274.9Not deficientGoodGoodGood13800
July 201174.9Not deficientSatisfactoryVery GoodSatisfactory13800
September 201074.9Not deficientSatisfactoryVery GoodSatisfactory13800
November 200774.9Not deficientGoodVery GoodVery Good13800
July 200674.9Not deficientGoodVery GoodVery Good13800
July 200574.9Not deficientGoodVery GoodVery Good13800
August 200474.9Not deficientGoodVery GoodVery Good13800
December 200274.9Not deficientGoodVery GoodVery Good13800
November 200174.9Not deficientGoodVery GoodVery Good13800
December 200074.9Not deficientGoodVery GoodVery Good13800
October 199874.9Not deficientGoodVery GoodVery Good13800
October 199774.9Not deficientGoodVery GoodVery Good13800
November 199674.9Not deficientGoodVery GoodVery Good13800
November 199575.2Not deficientVery GoodVery GoodVery Good13800
October 199475.2Not deficientExcellentExcellentExcellent13800