Share:

SH 550 over DRAINAGE DITCH # 1

Map

Coordinates:
+25.96052, -97.40550
25°57'38" N, 97°24'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 550 over DRAINAGE DITCH # 1
Structure number:210310AP3759001
Location:0.06 MI SE OF SH 48
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:80.1 ft. [24.4 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:95.8 ft. [29.2 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Skew angle:24°
Owner:Other Local Agencies [25]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2013]
Truck traffic:30% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 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:99.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201699.9GoodGoodVery GoodGood-1000
April 201499.9GoodVery GoodExcellentVery Good-1000
May 201398.9GoodVery GoodExcellentVery Good-1000