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SS 356 over TOWN CREEK

Map 

Coordinates:
+30.27977, -98.41202
30°16'47" N, 98°24'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SS 356 over TOWN CREEK
Structure number:140160025204016
Location:0.2 MI N OF US 290 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1958
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:2,290 [as of 2013]
Truck traffic:15% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
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:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:89.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201589.3Not deficient---2290
June 201389.3Not deficient---2000
June 201170.2Functionally obsolete---2100
July 200956.0Functionally obsolete---2100
July 200758.0Not deficient---1720
June 200578.3Not deficient---1800
July 200397.0Not deficient---1800
July 200197.0Not deficient---1800
July 199997.0Not deficient---1700
June 199797.0Not deficient---1300
June 199597.0Not deficient---1450
September 199394.1Not deficient---1250
September 199194.1Not deficient---1550