SH 367 Log 9.87 over WEST 34TH ST, RR

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


+34.71531, -92.28064
34°42'55" N, 92°16'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 367 Log 9.87 over WEST 34TH ST, RR
Structure number:000000000002066
Location:0.3 MI N I-30
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.2 ft. [15.9 m]
Total length:1121.1 ft. [341.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:25
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:7,700 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:14.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,275,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016PoorPoorPoorFair770014.2
April 2015PoorFairPoorFair770018.0
April 2014PoorFairPoorFair670019.4
April 2013PoorPoorPoorPoor740014.7
April 2012PoorPoorPoorFair740014.7
April 2011PoorPoorPoorFair740035.1
April 2010PoorFairPoorFair730037.5
April 2009PoorFairPoorFair730037.5
March 2008FairFairFairFair700039.2
April 2007FairFairFairFair770038.7
March 2006FairFairFairFair770038.7
December 2004PoorFairPoorPoor650019.7
December 2002PoorFairPoorPoor700018.7
December 2000PoorFairPoorPoor680019.0
December 1998PoorFairPoorPoor680019.0
December 1996PoorFairPoorPoor662015.6
November 1995PoorFairPoorPoor662016.0
July 1994PoorFairPoorPoor662016.0
August 1993PoorPoorPoorPoor286020.7
January 1993PoorPoorSeriousPoor28602.0
May 1990PoorPoorPoorPoor78207.2