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OLD HWY 141 over SALINE CR

Map 

Coordinates:
+38.48167, -90.43833
38°28'54" N, 90°26'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HWY 141 over SALINE CR
Structure number:31240
Location:S 3013 T 43 N R 5 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.5 ft. [15.4 m]
Total length:153.2 ft. [46.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2006
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:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Posted for load [P]
Average daily traffic:2,266 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:87.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201587.8Not deficientFairFairSatisfactory2266
February 201399.7Not deficientSatisfactorySatisfactoryGood3530
February 201199.7Not deficientGoodGoodGood3530
February 200999.7Not deficientVery GoodVery GoodVery Good3530
October 200599.7Not deficientExcellentExcellentExcellent3530