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LP343/S LAMAR BLVD over LADY BIRD LAKE/C CHAVEZ

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

Map

Coordinates:
+30.26580, -97.75646
30°15'57" N, 97°45'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LP343/S LAMAR BLVD over LADY BIRD LAKE/C CHAVEZ
Structure number:142270011312065
Location:0.2 MI S OF 5TH ST
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:659.2 ft. [200.9 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Owner:State Highway Agency [01]
Year built:1943
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2012

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,000 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$69,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2012FairFairSatisfactoryGood4200067.9
April 2010FairFairGoodGood3600068.1
December 2007FairFairGoodGood2025068.1
November 2005FairFairGoodGood2000068.1
February 2004FairFairSatisfactoryGood2248069.9
February 2002FairFairSatisfactoryGood2250069.9
March 2000FairFairSatisfactoryGood2250069.9
December 1998FairFairSatisfactoryGood4500069.9
August 1996FairSatisfactorySatisfactoryGood4500070.9
July 1994FairSatisfactorySatisfactoryGood4500070.9
July 1992FairSatisfactorySatisfactoryGood4100072.1
June 1990FairSatisfactorySatisfactoryGood3800072.1