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BROOKFIELD DR over FLORIN CREEK

Map 

Coordinates:
+38.48194, -121.44889
38°28'55" N, 121°26'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROOKFIELD DR over FLORIN CREEK
Structure number:24C0291
Location:0.2 MI E FRANKLIN BL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2006]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:23.9 tons [21.7 metric tons]
Sufficiency rating:84.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201484.4Not deficientVery GoodVery GoodVery Good2100
January 201384.4Not deficientSatisfactoryGoodGood2100
April 201184.4Not deficientSatisfactoryGoodGood2100
January 200984.4Not deficientSatisfactoryGoodGood2100
November 200684.9Not deficientGoodGoodGood2100
May 200484.9Not deficientGoodGoodGood2100
March 200282.9Not deficientGoodGoodGood2100
September 199482.9Not deficientGoodGoodGood2100
August 199282.8Not deficientGoodGoodGood2100
March 199081.8Not deficientGoodGoodVery Good2100