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FLORIN RD (SACTO) over ANDERSON DRAIN

Map 

Coordinates:
+38.49583, -121.47750
38°29'45" N, 121°28'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FLORIN RD (SACTO) over ANDERSON DRAIN
Structure number:24C0212
Location:0.1 MI E/O WOODBINE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:10.2 ft. [3.1 m]
Total length:20.7 ft. [6.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:37,800 [as of 2009]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:81.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201581.5Not deficient---37800
May 201091.4Not deficient---25190
July 200691.4Not deficient---25190
November 200391.4Not deficient---25190
April 200291.4Not deficient---25190
May 199991.4Not deficient---25190
August 199491.1Not deficient---25190
August 199291.1Not deficient---25190
March 199091.1Not deficient---25190