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S5-E94 CONNECTOR over I 5, STREETS, RAMPS

Map 

Coordinates:
+32.71500, -117.14806
32°42'54" N, 117°08'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S5-E94 CONNECTOR over I 5, STREETS, RAMPS
Structure number:57 0422F
Location:11-SD-005-R15.07-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:140.1 ft. [42.7 m]
Total length:2290.1 ft. [698.0 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 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:20
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 2010]
Truck traffic:4% 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:85.1 tons [77.4 metric tons]
Inventory rating:51.4 tons [46.7 metric tons]
Sufficiency rating:93.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201593.0Not deficientVery GoodVery GoodVery Good31000
August 201393.0Not deficientGoodSatisfactoryGood31000
August 201193.0Not deficientGoodGoodGood31000
September 200993.0Not deficientGoodSatisfactoryGood31000
November 200789.9Structurally deficientPoorSatisfactoryGood31000
January 200689.9Structurally deficientPoorGoodGood31000
October 200393.0Not deficientGoodGoodGood31000
November 200193.0Not deficientGoodGoodGood31000
20000.0Not applicable---172000
August 199595.6Not deficientGoodVery GoodVery Good31000
October 199195.6Not deficientGoodVery GoodVery Good31000