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STATE ROUTE 94 EB over W94-S805 CONNECTOR RAMP

Map 

Coordinates:
+32.71833, -117.09667
32°43'06" N, 117°05'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 94 EB over W94-S805 CONNECTOR RAMP
Structure number:57 0663R
Location:11-SD-094-4.00-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:144.0 ft. [43.9 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:69.2 ft. [21.1 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span 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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:65,500 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 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: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:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201493.9Not deficientGoodVery GoodVery Good65500
December 201292.8Not deficientFairVery GoodGood65500
March 201192.8Not deficientFairVery GoodGood65000
January 200991.7Not deficientFairVery GoodGood77000
January 200792.8Not deficientGoodVery GoodGood77000
March 200593.0Not deficientGoodVery GoodGood75000
January 200393.0Not deficientGoodVery GoodGood75000
July 200193.6Not deficientGoodVery GoodGood68550
May 199993.6Not deficientGoodVery GoodGood68550
May 199793.6Not deficientGoodVery GoodGood68550
February 199595.4Not deficientVery GoodVery GoodVery Good61400
February 199394.9Not deficientVery GoodVery GoodVery Good67600
December 199094.9Not deficientVery GoodVery GoodVery Good67600