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111TH PLACE over I 110

Map 

Coordinates:
+33.93333, -118.27833
33°55'60" N, 118°16'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:111TH PLACE over I 110
Structure number:53 1292
Location:07-LA-110-14.18-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:224.1 ft. [68.3 m]
Total length:396.0 ft. [120.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:4,190 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201495.6Not deficientVery GoodVery GoodVery Good4190
July 201295.6Not deficientGoodVery GoodGood4190
August 201095.6Not deficientGoodVery GoodGood4190
September 200895.6Not deficientGoodVery GoodGood4190
November 200695.6Not deficientGoodVery GoodGood4190
May 200595.6Not deficientGoodVery GoodGood4190
April 200395.6Not deficientGoodVery GoodGood4000
April 200195.6Not deficientGoodVery GoodGood4000
September 199895.6Not deficientGoodVery GoodGood4000
June 199697.7Not deficientExcellentExcellentExcellent4000
April 199397.7Not deficientExcellentExcellentExcellent4000
October 199097.7Not deficientExcellentExcellentExcellent4000