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STATE ROUTE 99 over ELDER CREEK

Map 

Coordinates:
+38.47889, -121.42750
38°28'44" N, 121°25'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 99 over ELDER CREEK
Structure number:24 0149
Location:03-SAC-099-18.05-SAC
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:18.0 ft. [5.5 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:109.9 ft. [33.5 m]
Deck width edge-to-edge:116.1 ft. [35.4 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1991
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:4
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: February 2016 

Status:Open, no restriction [A]
Average daily traffic:161,000 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.8 tons [52.5 metric tons]
Inventory rating:34.5 tons [31.4 metric tons]
Sufficiency rating:94.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201694.7Not deficientGoodGoodGood161000
February 201494.7Not deficientGoodGoodGood161000
February 201294.7Not deficientGoodGoodGood161000
March 201094.7Not deficientGoodGoodGood172000
March 200894.7Not deficientGoodGoodGood172000
April 200694.7Not deficientGoodGoodGood172000
February 200494.7Not deficientGoodGoodGood100300
February 200294.7Not deficientGoodGoodGood100300
July 200094.7Not deficientGoodGoodGood100300
July 199894.7Not deficientGoodGoodGood100300
August 199490.8Not deficientGoodGoodGood80200
November 199290.8Not deficientGoodGoodGood102000