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S-15 ONRAMP over MURPHY CREEK

Map 

Coordinates:
+32.78722, -117.11472
32°47'14" N, 117°06'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S-15 ONRAMP over MURPHY CREEK
Structure number:57 0625K
Location:11-SD-015-R6.74-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:97.1 ft. [29.6 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1967
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:3
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: January 2016 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2010]
Truck traffic:2% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201699.8Not deficientVery GoodGoodVery Good2500
January 201499.8Not deficientGoodGoodGood2500
February 201099.8Not deficientGoodGoodGood2500
March 200896.8Structurally deficientPoorGoodGood2500
March 200696.8Structurally deficientPoorGoodGood2500
January 200498.8Not deficientFairGoodGood2500
February 200293.8Functionally obsoleteGoodGoodGood2250
August 200093.8Functionally obsoleteSatisfactoryGoodGood2250
March 199893.8Functionally obsoleteSatisfactoryGoodGood2250
January 199695.8Functionally obsoleteGoodVery GoodVery Good2250
March 199495.8Functionally obsoleteGoodVery GoodVery Good2250
February 199295.8Functionally obsoleteGoodVery GoodVery Good2250