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AVENUE 17 over DRY CREEK

Map

Coordinates:
+36.99583, -120.18889
36°59'45" N, 120°11'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AVENUE 17 over DRY CREEK
Structure number:41C0093
Location:0.25 MI W OF RD 20
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:27.9 ft. [8.5 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1971
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2016]
Truck traffic:10% 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:Better than present minimum criteria [7]
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:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:96.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201696.9GoodGoodGoodGood-250
February 201493.9PoorPoorGoodGoodSD239
February 201293.9PoorPoorGoodGoodSD239
February 201093.9PoorPoorGoodGoodSD239
February 200893.9PoorPoorGoodGoodSD239
February 200693.9PoorPoorGoodGoodSD239
September 200393.9PoorPoorGoodGoodSD239
August 200196.9FairSatisfactoryGoodGood-239
February 199996.9FairSatisfactoryGoodGood-239
October 199596.9GoodGoodGoodGood-239
November 199396.9GoodGoodGoodGood-239
October 199196.9GoodGoodGoodGood-239