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5740C over ARKANSAS RIVER

Map 

Coordinates:
+36.37760, -96.59208
36°22'39" N, 96°35'31" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:5740C over ARKANSAS RIVER
Structure number:021660000000000
Old structure number:57E0441N3590006 (from 1992 edition)
Location:BLACKBURN,5.5S OF HWY 20
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:160.1 ft. [48.8 m]
Total length:1136.2 ft. [346.3 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:19.0 ft. [5.8 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:County Highway Agency [02]
Year built:1928
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:160 [as of 2008]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:15.0 tons [13.6 metric tons]
Inventory rating:8.0 tons [7.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:15.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,298,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:160 [as of 1999]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:14.9 tons [13.5 metric tons]
Inventory rating:11.1 tons [10.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:25.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,236,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:160 [as of 1992]
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:18.6 tons [16.9 metric tons]
Inventory rating:11.1 tons [10.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:10.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,628,000

Comments 

5740C over ARKANSAS RIVER (Osage County, Oklahoma)
Posted March 1, 2012, by Denise Silvernail

Searching for any kind of news about the new Blackburn, OK bridge. I heard today, March 1, 2012 from my cousin in Shidler, OK, that the steel trusses are being set as I write for the new bridge. Please send any info you have to me. Denise Silvernail..Email...Watertwins@aol.com.

Thank you so much.