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E8-S805 CONNECTOR over CAMINO DEL RIO SOUTH

Map 

Coordinates:
+32.77000, -117.13167
32°46'12" N, 117°07'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E8-S805 CONNECTOR over CAMINO DEL RIO SOUTH
Structure number:57 0716G
Location:11-SD-008-4.12-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:95.1 ft. [29.0 m]
Total length:1575.2 ft. [480.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1972
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:17
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:21,700 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:78.8 tons [71.6 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:90.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201490.9Not deficientGoodSatisfactoryGood21700
April 201291.1Not deficientGoodSatisfactorySatisfactory21000
April 200891.1Not deficientGoodSatisfactorySatisfactory21000
April 200687.9Structurally deficientPoorSatisfactoryGood21000
June 200489.8Structurally deficientPoorGoodGood17800
September 200289.8Structurally deficientPoorGoodGood17800
September 200089.8Structurally deficientPoorGoodGood17800
June 199893.0Not deficientGoodGoodGood17800
August 199692.7Not deficientVery GoodVery GoodVery Good17800
September 199291.8Not deficientVery GoodVery GoodVery Good20700
June 199191.8Not deficientVery GoodVery GoodVery Good20700