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S15-MAIN ST OFFRMP over SOUTH BRANCH CHOLLAS CRK

Map 

Coordinates:
+32.69167, -117.12250
32°41'30" N, 117°07'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S15-MAIN ST OFFRMP over SOUTH BRANCH CHOLLAS CRK
Structure number:57 0494K
Location:11-SD-015-0.46-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:26.9 ft. [8.2 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:1953
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:8,000 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.6 tons [55.1 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201595.8Not deficientVery GoodVery GoodVery Good8000
December 201395.8Not deficientGoodGoodGood8000
February 201095.8Not deficientGoodGoodGood8000
March 200895.8Not deficientGoodGoodGood8000
March 200695.8Not deficientGoodGoodGood8000
January 200492.8Not deficientGoodGoodGood8000
January 200293.2Not deficientGoodGoodGood5600
August 200093.2Not deficientGoodGoodGood5600
March 199891.2Functionally obsoleteGoodGoodGood5600
December 199591.1Functionally obsoleteGoodGoodGood5600
January 199491.1Functionally obsoleteGoodGoodGood5600
January 199291.1Functionally obsoleteGoodGoodGood5600