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FAP-828 (CC-MONT B over L WABASH RIVER OVFLO

Map

Coordinates:
+38.69752, -88.35412
38°41'51" N, 88°21'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP-828 (CC-MONT B over L WABASH RIVER OVFLO
Structure number:013002000000000
Old structure number:000013002003115 (from 1992 edition)
Location:.75 MI N CLAY CITY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:65.9 ft. [20.1 m]
Total length:689.0 ft. [210.0 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:2001
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:12
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2012]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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]
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 assessed or calculated scour condition. [5]
Operating rating:82.0 tons [74.5 metric tons]
Inventory rating:49.2 tons [44.7 metric tons]
Sufficiency rating:87.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,038,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201587.8FairSatisfactorySatisfactoryGood-1900
October 201387.8FairSatisfactorySatisfactoryGood-1900
December 201188.2FairSatisfactorySatisfactoryGood-1700
January 201088.2FairSatisfactorySatisfactoryGood-1700
January 200883.2FairSatisfactorySatisfactoryGood-1600
March 200683.2FairGoodSatisfactoryGood-1600
March 200483.0FairVery GoodSatisfactoryVery Good-1700
March 200279.2FairVery GoodSatisfactoryVery Good-1750
September 200063.1PoorPoorFairFairSD1800
February 199963.2PoorPoorFairFairSD1750
February 199763.2PoorPoorFairFairSD1750
January 199566.5FairFairFairFair-1700
December 199265.5FairFairFairFair-1700
February 199166.5FairFairFairFair-1700