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KEYSTONE Ave over WHITE River

Map 

Coordinates:
+39.89167, -86.12167
39°53'30" N, 86°07'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:KEYSTONE Ave over WHITE River
Structure number:4900491
Location:0.6 N of 71st St
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:105.0 ft. [32.0 m]
Total length:640.1 ft. [195.1 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1959
Year reconstructed:1995
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:6
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:38,362 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:69.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$31,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:36,131 [as of 1995]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:70.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$20,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:30,800 [as of 1989]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:74.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$60,000