FAS 1870 over MARY'S RIVER


+37.95639, -89.70652
37°57'23" N, 89°42'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1870 over MARY'S RIVER
Structure number:079302500000000
Old structure number:000079302520753 (from 1992 edition)
Location:1870 OVER MARY'S RV
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:244.1 ft. [74.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1987
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:4
Main spans material:Prestressed concrete [5]
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:800 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:59.2 tons [53.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:74.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201674.5FairSatisfactorySatisfactoryFair-800
December 201485.7FairVery GoodSatisfactorySatisfactory-800
December 201293.4FairVery GoodSatisfactorySatisfactory-650
December 201093.4FairVery GoodSatisfactorySatisfactory-650
December 200893.4FairVery GoodSatisfactorySatisfactory-650
January 200793.3FairVery GoodSatisfactorySatisfactory-700
January 200593.3FairVery GoodSatisfactorySatisfactory-700
January 200193.3GoodVery GoodVery GoodVery Good-700
January 199793.3GoodExcellentExcellentExcellent-700
January 199593.3GoodExcellentExcellentExcellent-750
January 199394.6GoodExcellentExcellentExcellent-400
February 199194.6GoodExcellentExcellentExcellent-400