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E905-N805 CONNECTR over INTERSTATE 805 & RAMPS

Map 

Coordinates:
+32.56778, -117.04056
32°34'04" N, 117°02'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E905-N805 CONNECTR over INTERSTATE 805 & RAMPS
Structure number:57 0777G
Location:11-SD-905-5.14-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:170.0 ft. [51.8 m]
Total length:296.9 ft. [90.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:58.9 tons [53.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201493.1Not deficientFairVery GoodGood10000
May 201293.1Not deficientFairVery GoodGood10000
September 201094.2Not deficientSatisfactoryVery GoodGood10000
May 200894.2Not deficientSatisfactoryVery GoodGood10000
June 200694.2Not deficientSatisfactoryVery GoodGood10000
April 200494.2Not deficientGoodVery GoodGood10000
May 200294.4Not deficientGoodVery GoodGood9300
July 200094.4Not deficientGoodVery GoodGood9300
June 199894.4Not deficientGoodVery GoodGood9300
May 199694.4Not deficientVery GoodVery GoodVery Good9300
May 199494.4Not deficientVery GoodVery GoodVery Good9300
August 199293.8Not deficientVery GoodVery GoodVery Good11000
April 198995.0Not deficientVery GoodVery GoodVery Good-