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STATE ROUTE 94 WB over CHOLLAS CREEK

Map 

Coordinates:
+32.71667, -117.11333
32°43'00" N, 117°06'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 94 WB over CHOLLAS CREEK
Structure number:57 0107L
Location:11-SD-094-3.36-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:44.9 ft. [13.7 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1958
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:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:71,500 [as of 2009]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:83.7 tons [76.1 metric tons]
Inventory rating:49.8 tons [45.3 metric tons]
Sufficiency rating:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201493.3Not deficientGoodVery GoodGood71500
March 201193.3Not deficientGoodGoodSatisfactory71500
January 200989.5Structurally deficientPoorGoodSatisfactory77000
January 200789.5Structurally deficientPoorGoodGood77000
March 200592.5Not deficientFairGoodGood68550
January 200392.5Not deficientFairGoodGood68550
July 200193.6Not deficientSatisfactoryGoodGood68550
July 200092.5Not deficientFairGoodGood68550
May 199992.5Not deficientFairGoodGood68550
May 199792.5Not deficientFairGoodGood68550
February 199595.4Not deficientGoodVery GoodVery Good61400
May 199394.9Not deficientGoodVery GoodVery Good67600
November 199094.9Not deficientGoodVery GoodVery Good67600