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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201699.8GoodVery GoodGoodVery Good-2500
January 201499.8GoodGoodGoodGood-2500
February 201099.8GoodGoodGoodGood-2500
March 200896.8PoorPoorGoodGoodSD2500
March 200696.8PoorPoorGoodGoodSD2500
January 200498.8FairFairGoodGood-2500
February 200293.8GoodGoodGoodGoodFO2250
August 200093.8FairSatisfactoryGoodGoodFO2250
March 199893.8FairSatisfactoryGoodGoodFO2250
January 199695.8GoodGoodVery GoodVery GoodFO2250
March 199495.8GoodGoodVery GoodVery GoodFO2250
February 199295.8GoodGoodVery GoodVery GoodFO2250