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SE TACOMA ST over B-39 OVER JOHNSON CREEK

Map

Coordinates:
+45.46377, -122.63429
45°27'50" N, 122°38'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SE TACOMA ST over B-39 OVER JOHNSON CREEK
Structure number:17123 000 B-39
Location:0.1 MI E. OF MCLOUGHLIN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:124.0 ft. [37.8 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,459 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:77.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201677.4FairFairGoodGood-15459
August 201477.4FairFairGoodGood-15459
August 201277.4FairFairGoodGood-15459
September 201077.4FairFairVery GoodGood-15459
January 200995.5GoodGoodVery GoodGood-15459
September 200695.8GoodGoodVery GoodGood-14860
October 200495.8FairGoodExcellentSatisfactory-14860
September 200295.9FairGoodExcellentSatisfactory-14427
September 200096.1FairGoodExcellentSatisfactory-13740
February 199996.1GoodVery GoodExcellentVery Good-13740
March 199796.1GoodExcellentExcellentExcellent-13740
July 199596.1GoodExcellentExcellentExcellent-12850