MO 30 E over SALINE CR


+38.49683, -90.39597
38°29'49" N, 90°23'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:MO 30 E over SALINE CR
Structure number:2055
Location:S 1331 T 43 N R 5 E
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:51.8 ft. [15.8 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1972
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Posted for load [P]
Average daily traffic:17,684 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:66.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$623,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201566.2Structurally deficientPoorPoorSatisfactory17684
December 201466.1Structurally deficientPoorPoorSatisfactory19495
December 201366.8Structurally deficientPoorPoorGood18849
December 201266.8Structurally deficientPoorPoorGood18849
January 201265.9Structurally deficientPoorPoorGood17792
January 201096.6Not deficientSatisfactorySatisfactoryGood17794
January 200896.6Not deficientSatisfactorySatisfactoryGood18041
January 200696.6Not deficientSatisfactorySatisfactoryGood19152
February 200496.2Not deficientSatisfactorySatisfactoryGood25985
January 200296.3Not deficientSatisfactorySatisfactoryGood25558