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25TH ST over ANDERSON DRAIN

Map 

Coordinates:
+38.49389, -121.48000
38°29'38" N, 121°28'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:25TH ST over ANDERSON DRAIN
Structure number:24C0305
Location:0.1 MI S OF FLORIN RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:10.2 ft. [3.1 m]
Total length:20.7 ft. [6.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1975
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:501 [as of 2009]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
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:89.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201589.5Not deficient---501
May 201289.5Not deficient---501
May 201097.0Not deficient---500
October 200897.0Not deficient---500
July 200697.0Not deficient---500
November 200397.0Not deficient---500
February 200297.0Not deficient---500
May 199997.0Not deficientGoodGoodGood500
August 199497.0Not deficientSatisfactoryGoodGood500
August 199297.0Not deficientSatisfactoryGoodGood500
March 199097.0Not deficientSatisfactoryGoodGood500