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CR 801 over TRIB OF HOULKA CREEK

Map 

Coordinates:
+33.88706, -88.95774
33°53'13" N, 88°57'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 801 over TRIB OF HOULKA CREEK
Structure number:SA0900000000098
Location:SEC 2 T14S R 3E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:1985
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:Prestressed concrete [5]
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: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:470 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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: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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201598.7GoodGoodVery GoodVery Good-470
October 201398.7GoodVery GoodVery GoodVery Good-470
October 201198.7GoodVery GoodVery GoodVery Good-470
September 200998.7GoodVery GoodVery GoodVery Good-470
September 200798.7GoodVery GoodVery GoodVery Good-420
September 200598.7GoodVery GoodVery GoodVery Good-420
December 200398.7GoodVery GoodVery GoodVery Good-420
November 200190.8GoodVery GoodVery GoodVery Good-1100
November 199990.7GoodVery GoodVery GoodVery Good-1200
December 199790.7GoodVery GoodVery GoodVery Good-1200
December 199590.7GoodVery GoodVery GoodVery Good-1200