Share:

GARFIELD AVE over BIG SIOUX RV

Map 

Coordinates:
+43.82112, -96.70676
43°49'16" N, 96°42'24" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:GARFIELD AVE over BIG SIOUX RV
Structure number:000000050210018
Location:GARFIELD ST - DELL RAPIDS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1929
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:400 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 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 the assessed or calculated scour condition. [8]
Operating rating:15.0 tons [13.6 metric tons]
Inventory rating:9.0 tons [8.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:29.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,051,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:400 [as of 1998]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:15.0 tons [13.6 metric tons]
Inventory rating:9.0 tons [8.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:36.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$421,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:400 [as of 1991]
Truck traffic:2% of total traffic
Deck condition:Poor [4 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:14.9 tons [13.5 metric tons]
Inventory rating:10.9 tons [9.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:37.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$421,000