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FAS 175 over HORN LAKE CREEK

Map 

Coordinates:
+34.99806, -90.09611
34°59'53" N, 90°05'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAS 175 over HORN LAKE CREEK
Structure number:79SR0142001
Location:1 M S OF SR14
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:501.3 ft. [152.8 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Owner:State Highway Agency [01]
Year built:2005
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:Prestressed concrete continuous [6]
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: February 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,650 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201792.7FairSatisfactoryGoodGood-3650
June 201592.7FairSatisfactoryGoodVery Good-3650
May 201392.9FairSatisfactoryGoodVery Good-3530
July 201193.0FairSatisfactoryGoodVery Good-3490
July 200992.7FairSatisfactoryGoodVery Good-3680
July 200792.6GoodVery GoodVery GoodVery Good-3750
July 200593.4GoodVery GoodVery GoodVery Good-3180
July 200330.5PoorFairFairPoorSD3480
August 200130.5PoorFairFairPoorSD3790
October 199930.5PoorFairFairPoorSD3950
March 199830.5PoorFairFairPoorSD3690
October 199537.6PoorGoodSatisfactoryPoorSD3580
September 199339.5PoorGoodSatisfactoryPoorSD2160
December 199131.5PoorSatisfactorySatisfactoryPoorSD2790