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US 183 over SOUTH ROCKY CREEK

Map

Coordinates:
+30.92728, -97.99443
30°55'38" N, 97°59'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 183 over SOUTH ROCKY CREEK
Structure number:140270027303014
Location:1.30 MI SE OF RM 963
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:24.9 ft. [7.6 m]
Total length:200.1 ft. [61.0 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:1956
Year reconstructed:1967
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:8
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,780 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:46.5 tons [42.3 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:71.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$23,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201571.7FairSatisfactorySatisfactorySatisfactoryFO4780
July 201371.7FairSatisfactorySatisfactorySatisfactoryFO3800
October 201173.7FairSatisfactorySatisfactorySatisfactoryFO4100
October 200971.5FairSatisfactorySatisfactorySatisfactoryFO3900
December 200770.5FairSatisfactorySatisfactorySatisfactoryFO3200
November 200570.5FairSatisfactorySatisfactorySatisfactoryFO3200
October 200366.5FairVery GoodSatisfactoryGoodFO3200
October 200166.5FairVery GoodSatisfactoryGoodFO3200
November 199966.5FairVery GoodSatisfactoryGoodFO3000
January 199866.5FairSatisfactorySatisfactoryGoodFO2200
March 199666.5FairSatisfactorySatisfactoryGoodFO2200
February 199466.5FairSatisfactorySatisfactoryGoodFO2200
March 199264.6GoodVery GoodVery GoodGoodFO2300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach2824400
Reinforced Concrete Abutmentlinear ft.2825300
Reinforced Concrete Pier Caplinear ft.9895210
Joints
Pourable Jointlinear ft.4242000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.126126000
Deck
Reinforced Concrete Slabsq. ft.88000