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SH 350 over WILLOW CREEK

Map

Coordinates:
+32.51056, -101.11623
32°30'38" N, 101°06'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 350 over WILLOW CREEK
Structure number:081680069302005
Location:1.4 MI E OF FM 1298
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.9 ft. [7.6 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Owner:State Highway Agency [01]
Year built:1947
Year reconstructed:1969
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,220 [as of 2013]
Truck traffic:23% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:30.7 tons [27.9 metric tons]
Inventory rating:15.8 tons [14.4 metric tons]
Sufficiency rating:65.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$193,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201565.7FairGoodGoodSatisfactory-2220
May 201366.7FairVery GoodGoodSatisfactory-1750
May 201166.6FairVery GoodGoodSatisfactory-1800
May 200967.7FairGoodGoodSatisfactory-1350
April 200779.0FairGoodGoodSatisfactory-1700
April 200568.9FairGoodGoodSatisfactory-1700
April 200360.7FairFairFairFair-1400
April 200161.9FairSatisfactoryFairSatisfactory-1350
March 199960.6FairFairFairFair-1450
May 199762.0FairSatisfactoryFairFair-1300
May 199557.9FairVery GoodFairFairFO1250
March 199381.6FairFairSatisfactorySatisfactory-1200
August 199071.0FairFairSatisfactoryFair-1300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Steel Columneach2424000
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.2828000
Reinforced Concrete Pier Caplinear ft.8482200
Joints
Pourable Jointlinear ft.104104000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.105105000
Steel Protective Coatingsq. ft.12,98712,987000
Deck
Reinforced Concrete Slabsq. ft.77000