Share:

FAS 849 over LITTLE PLUM CREEK

Map

Coordinates:
+38.12025, -89.84748
38°07'13" N, 89°50'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAS 849 over LITTLE PLUM CREEK
Structure number:079301300000000
Old structure number:000079301322476 (from 1992 edition)
Location:4 MI SOUTHOF BALDWIN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:54.1 ft. [16.5 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:700 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:59.8 tons [54.4 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:99.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$774,150,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201699.2FairSatisfactorySatisfactoryVery Good-700
December 201276.8GoodExcellentExcellentVery Good-900
December 201069.4PoorSatisfactoryPoorVery GoodSD900
December 200869.4PoorSatisfactoryPoorVery GoodSD900
January 200772.0PoorSatisfactoryPoorVery GoodSD650
January 200572.8PoorSatisfactoryPoorVery GoodSD650
January 200197.3GoodVery GoodGoodVery Good-800
January 199797.3GoodVery GoodVery GoodGood-800
January 199599.9GoodVery GoodVery GoodGood-650
January 199399.8GoodVery GoodVery GoodGood-700
January 199199.8GoodVery GoodVery GoodGood-700