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INTERSTATE 5 over CARMEL VALLEY CREEK

Map 

Coordinates:
+32.92917, -117.24056
32°55'45" N, 117°14'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 5 over CARMEL VALLEY CREEK
Structure number:57 1062
Location:11-SD-005-R32.72-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:40.0 ft. [12.2 m]
Total length:421.6 ft. [128.5 m]
Roadway width between curbs:176.5 ft. [53.8 m]
Deck width edge-to-edge:178.2 ft. [54.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1998
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:11
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:203,000 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:55.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201555.0Structurally deficientPoorPoorVery Good203000
September 201384.0Not deficientFairGoodGood203000
October 201185.0Not deficientSatisfactoryGoodGood203000
October 200985.0Not deficientSatisfactoryGoodGood262000
December 200785.0Not deficientSatisfactoryGoodGood262000
January 200685.0Not deficientSatisfactoryGoodGood262000
October 200385.0Not deficientGoodGoodGood262000
December 200198.0Not deficientGoodGoodGood-
May 200098.0Not deficientGoodGoodGood-
April 199898.0Not deficientGoodGoodGood-