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TECOLOTE CR OFF-RA over TECOLOTE CREEK

Map 

Coordinates:
+32.77083, -117.20722
32°46'15" N, 117°12'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TECOLOTE CR OFF-RA over TECOLOTE CREEK
Structure number:57 0051K
Location:11-SD-005-R20.88-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.2 ft. [22.3 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:12°
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:10,500 [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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:82.7 tons [75.2 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201597.0Not deficientVery GoodVery GoodVery Good10500
October 201397.0Not deficientGoodGoodGood10500
November 200997.0Not deficientGoodSatisfactoryGood10500
January 200897.0Not deficientGoodSatisfactoryGood10500
January 200697.0Not deficientGoodGoodGood10500
November 200393.0Functionally obsoleteGoodGoodGood10500
November 200193.0Functionally obsoleteGoodGoodGood10500
November 199993.0Functionally obsoleteGoodGoodGood10500
December 199793.0Functionally obsoleteGoodGoodGood10500
August 199595.2Functionally obsoleteGoodGoodVery Good10500
October 199195.2Functionally obsoleteGoodGoodVery Good10500