Share:

EUCLID AVENUE over STATE ROUTE 94

Map

Coordinates:
+32.71778, -117.08472
32°43'04" N, 117°05'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:EUCLID AVENUE over STATE ROUTE 94
Structure number:57 0299
Location:11-SD-094-5.14-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:293.0 ft. [89.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1973
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:5
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: December 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,500 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:89.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201489.6GoodVery GoodGoodVery GoodFO24500
March 201189.6GoodGoodGoodGoodFO24500
January 200988.6FairFairGoodGoodFO23800
January 200788.6FairFairGoodGoodFO23800
March 200588.0GoodGoodGoodGoodFO40320
January 200388.0GoodGoodGoodGoodFO40320
September 200188.0GoodGoodGoodGoodFO40320
May 199988.0GoodGoodGoodGoodFO40320
May 199788.0GoodGoodGoodGoodFO40320
February 199588.8GoodGoodVery GoodVery GoodFO40320
February 199388.8GoodGoodVery GoodVery GoodFO40320
December 199088.8GoodGoodVery GoodVery GoodFO40320