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QUEEN SAGO DRIVE over CCDD#5 DRAINAGE DITCH

Map

Coordinates:
+26.19286, -97.76610
26°11'34" N, 97°45'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:QUEEN SAGO DRIVE over CCDD#5 DRAINAGE DITCH
Structure number:210310E01067001
Location:0.50 MI W OF FM 3195
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:2003
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,125 [as of 2010]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.8

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201697.8Fair6 out of 10-1125
March 201497.8Fair6 out of 10-1125
March 201297.8Good7 out of 10-1125