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BEARDSLEY DR over WARES FERRY DITCH

Map 

Coordinates:
+32.39987, -86.24045
32°23'60" N, 86°14'26" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:BEARDSLEY DR over WARES FERRY DITCH
Structure number:012791
Old structure number:0000003851M0060 (from 1992 edition)
Location:0.3 MI.E.OF DALRAIDA RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:150 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:97.0
Estimated cost of work:$723,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:150 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:77.7

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:150 [as of 1990]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:24.8 tons [22.5 metric tons]
Inventory rating:18.6 tons [16.9 metric tons]
Sufficiency rating:83.6