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CEDAR BRAE ROAD over NASON CREEK

Map

Coordinates:
+47.80040, -120.71657
47°48'01" N, 120°42'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CEDAR BRAE ROAD over NASON CREEK
Structure number:084439000000000
Location:00.15W SR207
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:127.0 ft. [38.7 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,852 [as of 2011]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:68.2
Estimated cost of work:$105,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201568.2GoodGoodGoodGood-1852
September 201368.2GoodGoodGoodGood-1852
September 201168.2GoodGoodGoodGood-1447
October 200968.2GoodGoodGoodGood-1447
October 200768.2GoodGoodGoodGood-2334
November 200568.2GoodGoodGoodGood-2334
October 200389.1GoodGoodGoodGood-384
October 200277.7GoodVery GoodVery GoodGood-384
November 200077.7GoodVery GoodVery GoodGood-384
October 199879.7GoodVery GoodVery GoodGood-400
November 199691.7GoodVery GoodVery GoodGood-400
April 199492.0GoodVery GoodVery GoodVery Good-400
September 199192.0GoodVery GoodVery GoodVery Good-400