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MASONITE LAKE RD over MILL CREEK

Map 

Coordinates:
+31.66697, -88.99943
31°40'01" N, 88°59'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MASONITE LAKE RD over MILL CREEK
Structure number:SA3400000000103
Location:SEC 16 T 8N R10W B
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:9
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
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:64.1 tons [58.3 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:82.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$448,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201682.9FairGoodGoodFair-300
December 201482.9FairGoodGoodFair-300
December 201263.4FairGoodGoodFair-300
December 201063.4FairGoodGoodFair-300
November 200973.4FairGoodGoodSatisfactory-300
December 200773.4FairGoodGoodSatisfactory-300
October 200563.4FairGoodGoodFair-300
December 200363.4FairGoodGoodFair-300
December 200132.6PoorGoodGoodImminent FailureSD300
December 200036.7PoorGoodGoodPoorSD300
November 199936.7PoorVery GoodVery GoodPoorSD300
January 199873.4GoodVery GoodVery GoodGood-300
December 199573.4GoodVery GoodVery GoodGood-300