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CSAH 2(PENN AVE) over BASSETT CRK; CP; BNSF

Map 

Coordinates:
+44.97774, -93.30836
44°58'40" N, 93°18'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CSAH 2(PENN AVE) over BASSETT CRK; CP; BNSF
Structure number:27570
Location:0.3 MI S OF JCT CSAH 40
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:95.1 ft. [29.0 m]
Total length:441.3 ft. [134.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:11°
Owner:County Highway Agency [02]
Year built:1975
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:5
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:10,594 [as of 2008]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.2 tons [62.9 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201497.0Not deficientFairSatisfactorySatisfactory10594
June 201294.0Not deficientFairSatisfactorySatisfactory10594
July 201094.0Not deficientFairVery GoodGood10594
July 200894.0Not deficientFairVery GoodGood10594
November 200797.5Not deficientFairVery GoodGood5400
November 200597.2Not deficientFairVery GoodGood7900
May 200397.3Not deficientFairVery GoodGood6900
November 200197.4Not deficientFairVery GoodGood6000
200097.5Not deficientSatisfactoryVery GoodGood5600
September 199796.7Not deficientSatisfactoryGoodGood5600
October 199696.7Not deficientSatisfactoryGoodSatisfactory5400
June 199496.6Not deficientGoodVery GoodGood5400
October 199495.6Not deficientFairGoodSatisfactory5450
October 199396.4Not deficientSatisfactoryGoodSatisfactory7300
August 199296.3Not deficientGoodGoodGood9000
June 199296.4Not deficientGoodGoodGood7400