Share:

S163-S5 CONNECTOR over S5-E94 CONN & S5 OFF-RP

Map 

Coordinates:
+32.72056, -117.14861
32°43'14" N, 117°08'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S163-S5 CONNECTOR over S5-E94 CONN & S5 OFF-RP
Structure number:57 0420F
Location:11-SD-163-0.70-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:111.9 ft. [34.1 m]
Total length:747.1 ft. [227.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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:7
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:1% 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:Equal to present minimum criteria [6]
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:98.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201598.4Not deficientGoodGoodGood17000
March 201398.4Not deficientGoodGoodGood17000
April 201198.4Not deficientGoodGoodGood17000
April 200998.4Not deficientGoodGoodGood17000
June 200795.4Structurally deficientPoorGoodGood17000
July 200595.4Structurally deficientPoorGoodGood17000
July 200397.4Not deficientFairGoodGood17000
September 200197.4Not deficientFairGoodGood17000
June 199998.4Not deficientGoodGoodGood17000
20000.0Not applicable---31000
September 199798.4Not deficientGoodGoodGood17000
June 199798.4Not deficientGoodGoodGood17000
July 199597.7Not deficientGoodVery GoodVery Good17000
July 198997.7Not deficientVery GoodVery GoodVery Good17000