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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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201598.7Not deficientGoodVery GoodVery Good470
October 201398.7Not deficientVery GoodVery GoodVery Good470
October 201198.7Not deficientVery GoodVery GoodVery Good470
September 200998.7Not deficientVery GoodVery GoodVery Good470
September 200798.7Not deficientVery GoodVery GoodVery Good420
September 200598.7Not deficientVery GoodVery GoodVery Good420
December 200398.7Not deficientVery GoodVery GoodVery Good420
November 200190.8Not deficientVery GoodVery GoodVery Good1100
November 199990.7Not deficientVery GoodVery GoodVery Good1200
December 199790.7Not deficientVery GoodVery GoodVery Good1200
December 199590.7Not deficientVery GoodVery GoodVery Good1200