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SH 354 / IZARD CO. over Bullpen Creek

Map

Coordinates:
+36.23723, -91.83641
36°14'14" N, 91°50'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 354 / IZARD CO. over Bullpen Creek
Structure number:000000000006331
Location:5.6 MI E JCT SH 9 & 354
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1991
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:480 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
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:36.0 tons [32.7 metric tons]
Sufficiency rating:95.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201695.6GoodGoodGoodGood-480
July 201495.6GoodVery GoodVery GoodVery Good-480
July 201295.6GoodVery GoodVery GoodVery Good-460
July 201095.6GoodVery GoodVery GoodVery Good-460
July 200896.6GoodVery GoodVery GoodVery Good-460
June 200696.6GoodVery GoodVery GoodVery Good-470
June 200496.6GoodVery GoodVery GoodVery Good-520
April 200298.5GoodVery GoodVery GoodVery Good-540
May 200096.6GoodVery GoodVery GoodVery Good-490
June 199896.6GoodVery GoodVery GoodVery Good-490
June 199686.8FairVery GoodVery GoodFair-200
May 199497.8GoodVery GoodVery GoodVery Good-200
June 199297.8GoodExcellentExcellentExcellent-200