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MAIN-N15 ON RAMP over SOUTH BRANCH CHOLLAS CRK

Map 

Coordinates:
+32.69139, -117.12222
32°41'29" N, 117°07'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAIN-N15 ON RAMP over SOUTH BRANCH CHOLLAS CRK
Structure number:57 0495S
Location:11-SD-015-0.47-SD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:19.0 ft. [5.8 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1962
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:55.6 tons [50.5 metric tons]
Inventory rating:33.6 tons [30.5 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201598.6Not deficientVery GoodVery GoodGood3800
December 201398.6Not deficientGoodGoodGood3800
January 201297.6Not deficientFairGoodGood3800
February 201096.6Not deficientGoodGoodGood8000
March 200896.6Not deficientGoodGoodGood8000
March 200696.6Not deficientGoodGoodGood8000
January 200487.5Not deficientGoodGoodGood8000
January 200284.8Functionally obsoleteGoodGoodGood6300
August 200084.9Functionally obsoleteGoodGoodGood6300
March 199884.9Functionally obsoleteGoodGoodGood6300
December 199584.7Functionally obsoleteGoodGoodGood6300
January 199484.7Functionally obsoleteGoodGoodGood6300
January 199284.7Functionally obsoleteGoodGoodGood6300