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W LANCASTER AVE over CLR FRK TRIN/FOREST PARK

Map

Coordinates:
+32.74680, -97.34627
32°44'48" N, 97°20'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W LANCASTER AVE over CLR FRK TRIN/FOREST PARK
Structure number:022200ZL1380001
Location:.73 MI W OF HENDERSON ST
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:132.9 ft. [40.5 m]
Total length:2976.2 ft. [907.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1938
Year reconstructed:2010
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:21
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:11,518 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:19.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$298,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairFairSatisfactory1151819.8
March 2016FairFairFairSatisfactory1151853.8
March 2014FairGoodSatisfactoryGood676065.9
March 2012FairGoodSatisfactoryGood676080.2
March 2010FairGoodSatisfactoryGood1285079.5
April 2008FairGoodSatisfactoryGood1285079.5
March 2006FairGoodGoodSatisfactory1285079.5
March 2004GoodVery GoodGoodGood768080.1
March 2002GoodVery GoodVery GoodGood768080.1
February 2000GoodVery GoodVery GoodGood710080.1
March 1998PoorPoorFairFair710042.9
April 1996PoorPoorFairFair710042.9
April 1994PoorPoorFairFair980042.7