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S MILL ST over TOWN CREEK

Map 

Coordinates:
+32.30375, -90.19083
32°18'14" N, 90°11'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S MILL ST over TOWN CREEK
Structure number:SA2500000000105
Location:SEC_ 3_T 5N_R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1914
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Posted for load [P]
Average daily traffic:5,500 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.5 tons [4.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:36.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$351,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201536.1Structurally deficientPoorPoorPoor5500
September 201436.1Structurally deficientPoorPoorPoor5500
September 201336.1Structurally deficientPoorPoorPoor5500
February 201336.1Structurally deficientPoorPoorPoor5500
February 201236.1Structurally deficientPoorPoorPoor5500
February 201136.1Structurally deficientPoorPoorPoor5500
February 201036.1Structurally deficientPoorPoorPoor5500
January 200936.1Structurally deficientPoorCriticalPoor5500
November 200736.1Structurally deficientPoorCriticalPoor5500
January 200736.1Structurally deficientPoorCriticalPoor5500
December 200536.1Structurally deficientPoorCriticalPoor5500
December 200436.1Structurally deficientPoorCriticalPoor5500
February 200436.1Structurally deficientPoorSeriousPoor5500
December 200136.1Structurally deficientPoorPoorFair5500
December 200037.0Structurally deficientFairFairPoor9300
February 200037.0Structurally deficientFairFairPoor9300
February 199937.0Structurally deficientFairFairPoor9300
March 199838.1Structurally deficientSatisfactorySatisfactoryPoor9300
April 199638.1Structurally deficientSatisfactorySatisfactoryFair9300