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TULIP STREET over INTERSTATE 805

Map 

Coordinates:
+32.73000, -117.10667
32°43'48" N, 117°06'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TULIP STREET over INTERSTATE 805
Structure number:57 0610
Location:11-SD-805-14.38-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:154.9 ft. [47.2 m]
Total length:284.1 ft. [86.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1970
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:5,430 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Good [7 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: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:92.7 tons [84.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201495.7Not deficientGoodGoodVery Good5430
October 201294.7Not deficientFairVery GoodGood5430
December 201095.7Not deficientSatisfactoryVery GoodGood5430
October 200895.7Not deficientSatisfactoryVery GoodGood5430
November 200695.7Not deficientGoodVery GoodGood5430
November 200497.3Not deficientGoodVery GoodGood3000
November 200296.3Not deficientFairVery GoodGood3000
October 200096.3Not deficientFairVery GoodGood3000
November 199896.3Not deficientFairVery GoodGood3000
October 199697.3Not deficientVery GoodVery GoodVery Good3000
December 199497.3Not deficientVery GoodVery GoodVery Good3000
September 199097.3Not deficientVery GoodVery GoodVery Good3000