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OLD HWY 99 SW over SCATTER CREEK

Map 

Coordinates:
+46.82499, -122.95608
46°49'30" N, 122°57'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HWY 99 SW over SCATTER CREEK
Structure number:084398000000000
Location:3. NE JCT I5
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:21.0 ft. [6.4 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1923
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:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016 

Status:Open, no restriction [A]
Average daily traffic:7,789 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:65.3 tons [59.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201664.4Functionally obsoleteSatisfactoryFairFair7789
September 201462.5Functionally obsoleteSatisfactoryFairFair7789
September 201263.4Functionally obsoleteSatisfactoryFairFair6199
September 201061.0Functionally obsoleteSatisfactoryFairFair6199
September 200861.0Functionally obsoleteSatisfactoryFairFair6199
October 200661.0Functionally obsoleteSatisfactoryFairFair6199
October 200561.0Functionally obsoleteSatisfactoryFairFair6199
November 200361.0Functionally obsoleteSatisfactoryFairFair6199
October 200163.4Functionally obsoleteSatisfactoryFairFair6199
October 199963.4Functionally obsoleteSatisfactorySatisfactoryFair6199
September 199775.0Functionally obsoleteSatisfactorySatisfactorySatisfactory6199
September 199532.4Functionally obsoleteSatisfactorySatisfactoryFair6199
March 199455.7Functionally obsoleteGoodGoodSatisfactory3909
December 199255.7Functionally obsoleteGoodGoodSatisfactory3909
February 199155.7Functionally obsoleteGoodGoodGood3909