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S163-S5 CONNECTOR over PERSHING DR

Map 

Coordinates:
+32.71889, -117.14806
32°43'08" N, 117°08'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S163-S5 CONNECTOR over PERSHING DR
Structure number:57 0428F
Location:11-SD-163-0.60L-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:80.1 ft. [24.4 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance above deck:21.3 ft. [6.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
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:3
Main spans material:Concrete continuous [2]
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Equal to present desirable criteria [8]
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:94.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201594.4Not deficientGoodGoodGood17000
March 201394.4Not deficientGoodGoodGood17000
April 201194.4Not deficientGoodGoodGood17000
April 200994.4Not deficientGoodGoodGood17000
June 200794.4Not deficientSatisfactoryGoodGood17000
July 200594.4Not deficientSatisfactoryGoodGood17000
July 200393.4Not deficientFairGoodGood17000
September 200193.3Not deficientFairGoodGood17000
June 199994.4Not deficientGoodGoodGood17000
June 199894.4Not deficientGoodGoodGood17000
June 199794.4Not deficientGoodGoodGood17000
July 199596.7Not deficientGoodVery GoodVery Good17000
November 199196.7Not deficientGoodVery GoodVery Good17000