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STATE ROUTE 78 over SANTA YSABEL CREEK

Map 

Coordinates:
+33.09333, -116.95500
33°05'36" N, 116°57'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 78 over SANTA YSABEL CREEK
Structure number:57 1054
Location:11-SD-078-R27.17-SD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:112.2 ft. [34.2 m]
Total length:282.2 ft. [86.0 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:7,900 [as of 2011]
Truck traffic:9% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201583.9Not deficientGoodVery GoodGood7900
May 201383.9Not deficientSatisfactoryVery GoodGood7900
June 201183.9Not deficientSatisfactoryVery GoodGood7400
May 200983.9Not deficientSatisfactoryVery GoodGood19600
April 200783.9Not deficientSatisfactoryVery GoodGood19600
April 200583.9Not deficientGoodVery GoodGood19600
April 200383.9Not deficientGoodVery GoodGood9000
September 200183.9Not deficientGoodVery GoodGood9000
September 199983.9Not deficientGoodVery GoodGood9000