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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: June 2015 

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:Very Good [8 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. ratingEvaluationDeckSuper.Sub.ADT
June 201592.7Not deficientSatisfactoryGoodVery Good3650
May 201392.9Not deficientSatisfactoryGoodVery Good3530
July 201193.0Not deficientSatisfactoryGoodVery Good3490
July 200992.7Not deficientSatisfactoryGoodVery Good3680
July 200792.6Not deficientVery GoodVery GoodVery Good3750
July 200593.4Not deficientVery GoodVery GoodVery Good3180
July 200330.5Structurally deficientFairFairPoor3480
August 200130.5Structurally deficientFairFairPoor3790
October 199930.5Structurally deficientFairFairPoor3950
March 199830.5Structurally deficientFairFairPoor3690
October 199537.6Structurally deficientGoodSatisfactoryPoor3580
September 199339.5Structurally deficientGoodSatisfactoryPoor2160
December 199131.5Structurally deficientSatisfactorySatisfactoryPoor2790