Share:

LANG MILL ROAD over HONTOKALO CREEK

Map 

Coordinates:
+32.46712, -89.38651
32°28'02" N, 89°23'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LANG MILL ROAD over HONTOKALO CREEK
Structure number:SA6200000000092
Location:SEC 9 T 7N R 9E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:2006
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:5
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 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2012]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:82.7 tons [75.2 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:100.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$500,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 2015100.0GoodVery GoodVery GoodGood-50
December 2013100.0GoodVery GoodVery GoodGood-50
December 2011100.0GoodVery GoodVery GoodVery Good-50
December 2009100.0GoodExcellentExcellentExcellent-50
January 2008100.0GoodExcellentExcellentExcellent-50
December 2006100.0GoodExcellentExcellentExcellent-50
September 200535.9PoorPoorFairSeriousSD50
September 200435.9PoorPoorFairSeriousSD50
December 200335.9PoorPoorFairSeriousSD50
December 200134.9PoorFairFairImminent FailureSD50
December 200037.9PoorFairSatisfactorySeriousSD50
December 199938.9PoorSatisfactorySatisfactoryPoorSD50
December 199838.9PoorSatisfactorySatisfactoryPoorSD50
November 199756.9FairSatisfactorySatisfactorySatisfactory-50
December 199557.1GoodGoodGoodGood-50