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FM 1623 over MCKINNEY CREEK

Map 

Coordinates:
+30.10667, -98.47800
30°06'24" N, 98°28'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 1623 over MCKINNEY CREEK
Structure number:140160153401004
Location:3.6 MI W OF US 281
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:3
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:1,980 [as of 2013]
Truck traffic:12% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:83.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201583.8Not deficient---1980
June 201391.3Not deficient---1800
June 201190.2Not deficient---2000
June 200982.9Not deficient---1800
June 200796.9Not deficient---1800
June 200592.6Not deficient---1750
July 200199.0Not deficient---1600
July 199999.0Not deficient---1800
June 1995100.0Not deficient---1450
September 199397.1Not deficient---1300
September 199197.1Not deficient---1350