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ABANDONED KO&G RR over RED RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+33.75628, -96.41065
33°45'23" N, 96°24'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ABANDONED KO&G RR over RED RIVER
Structure number:010920AA0474001
Location:0.1 MI NE OF FM 120
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:195.9 ft. [59.7 m]
Total length:1118.2 ft. [340.8 m]
Roadway width between curbs:11.5 ft. [3.5 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Vertical clearance above deck:19.0 ft. [5.8 m]
Owner:County Highway Agency [02]
Year built:1910
Year reconstructed:1981
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2010]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:59.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$34,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairFair110059.7
June 2014FairFairFairFair110059.7
June 2012FairFairFairFair110059.7
May 2010FairSatisfactoryFairFair110060.7
April 2008FairSatisfactoryFairFair110060.7
May 2006FairSatisfactoryFairFair110060.7
May 2004FairSatisfactoryFairFair110060.7
July 2002FairSatisfactoryFairFair110058.7
June 2000PoorSatisfactoryFairPoor86042.5
January 1998PoorSatisfactoryFairPoor86042.5
April 1996PoorSatisfactoryFairPoor86042.5
May 1994PoorFairPoorPoor75049.9
January 1992PoorFairPoorFair75049.9