8th St / S Soncy over Dry Creek


+34.96401, -101.93730
34°57'50" N, 101°56'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:8th St / S Soncy over Dry Creek
Structure number:041910AA0224001
Location:0.9 Mi S of 4th AVE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1990
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 [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:630 [as of 2010]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201690.7GoodGoodGoodGood-630
September 201490.7GoodGoodGoodGood-630
September 201290.7GoodGoodGoodGood-630
January 201190.7GoodGoodGoodGood-630
January 200990.7GoodGoodGoodGood-630
April 200790.7GoodGoodGoodGood-630
June 200590.7GoodGoodGoodGood-630
December 200393.3GoodVery GoodGoodGood-630
November 200194.2GoodGoodGoodVery Good-630
December 199994.2GoodGoodVery GoodVery Good-630
December 199794.2GoodVery GoodVery GoodVery Good-630
December 199594.2GoodVery GoodVery GoodVery Good-630
October 199393.7GoodVery GoodVery GoodVery Good-630
December 199193.7GoodVery GoodVery GoodVery Good-630