Share:

CSAH 3(MARSHALL A) over MISSISSIPPI R; CITY STS

Map 

Coordinates:
+44.94839, -93.20030
44°56'54" N, 93°12'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CSAH 3(MARSHALL A) over MISSISSIPPI R; CITY STS
Structure number:62082
Location:AT RAMSEY; HENN CO LINE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:555.5 ft. [169.3 m]
Total length:1483.7 ft. [452.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:49.9 ft. [15.2 m]
Owner:County Highway Agency [02]
Year built:1989
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:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:19,000 [as of 2005]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:39.5 tons [35.9 metric tons]
Sufficiency rating:86.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201586.8Not deficientGoodGoodSatisfactory19000
June 201386.8Not deficientGoodGoodSatisfactory19000
June 201186.8Not deficientGoodGoodGood19000
September 200986.8Not deficientGoodGoodGood19000
July 200786.8Not deficientGoodGoodGood19000
November 200589.9Not deficientGoodGoodGood13200
October 200387.9Not deficientGoodGoodGood17000
November 200187.6Not deficientGoodGoodGood17500
200186.6Not deficientVery GoodVery GoodVery Good17500
October 19990.0Not applicableGoodGoodGood6600
May 199488.6Not deficientVery GoodVery GoodVery Good13800
October 199787.6Not deficientGoodGoodGood13800
September 199687.5Not deficientGoodGoodGood14000
November 199486.1Not deficientVery GoodVery GoodVery Good14620
August 199186.2Not deficientExcellentExcellentExcellent14500