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FRANKLIN BLVD over LAGUNA CREEK

Map 

Coordinates:
+38.44694, -121.44444
38°26'49" N, 121°26'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRANKLIN BLVD over LAGUNA CREEK
Structure number:24C0116
Location:0.1 MI S OF CALVINE ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.2 ft. [9.8 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:106.0 ft. [32.3 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
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:7
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:22,445 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201495.8Not deficientSatisfactorySatisfactoryVery Good22445
April 201293.7Structurally deficientPoorGoodGood22445
October 201094.2Structurally deficientPoorGoodGood19300
June 200894.2Structurally deficientPoorGoodGood19300
April 200689.1Structurally deficientSeriousSatisfactoryGood19300
May 200493.1Structurally deficientPoorSatisfactoryGood6000
June 200296.2Not deficientSatisfactorySatisfactoryGood6000
February 199996.2Not deficientSatisfactorySatisfactoryGood6000
March 199496.1Not deficientVery GoodVery GoodVery Good6000
March 199086.1Not deficientSatisfactorySatisfactorySatisfactory4800