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CR 20 over CARTER CREEK

Map

Coordinates:
+31.62281, -84.69845
31°37'22" N, 84°41'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 20 over CARTER CREEK
Structure number:000000024350270
Location:11 MI SE OF CUTHBERT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1996
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:7
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:55.4 tons [50.4 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:87.4
Estimated cost of work:$821,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201687.4GoodGoodGoodGood-600
June 201487.4FairGoodGoodSatisfactory-600
June 201276.3FairGoodGoodFair-600
June 201076.3FairGoodGoodFair-620
July 200876.3FairVery GoodVery GoodFair-620
June 200677.8FairVery GoodVery GoodFair-600
June 200488.8GoodVery GoodVery GoodGood-740
July 200288.8GoodVery GoodVery GoodGood-740
June 200081.3GoodVery GoodVery GoodGood-480
August 199881.3GoodVery GoodVery GoodVery Good-450
September 199681.3GoodVery GoodVery GoodVery Good-420

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Steel Columneach33000
Reinforced Concrete Abutmentlinear ft.5656000
Steel Pileeach1513200
Reinforced Concrete Pier Caplinear ft.168168000
Joints
Pourable Jointlinear ft.216216000
Bearings
Elastomeric Bearingeach8484000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.280280000
Deck
Reinforced Concrete Slabsq. ft.3,8653,865000