Share:

MASON AVE over HOLY WATER CREEK

Map 

Coordinates:
+32.35000, -86.23333
32°21'00" N, 86°13'60" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:MASON AVE over HOLY WATER CREEK
Structure number:011999
Old structure number:0000002051M0010 (from 1992 edition)
Location:0.2 MI E.OF W.CITY LIMITS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:73.1
Estimated cost of work:$713,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:1,200 [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:74.3

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 1990]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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:83.5