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CR 45 over PACHITLA CREEK

Map

Coordinates:
+31.71878, -84.68563
31°43'08" N, 84°41'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 45 over PACHITLA CREEK
Structure number:000000024350110
Location:5 MILES SOUTHWEST OF SHEL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:8
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:Poor
Status:Posted for load [P]
Average daily traffic:110 [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:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:21.8 tons [19.8 metric tons]
Inventory rating:15.8 tons [14.4 metric tons]
Sufficiency rating:44.0
Estimated cost of work:$703,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201644.0PoorGoodGoodPoorSD110
June 201444.0PoorGoodGoodPoorSD110
June 201242.5PoorGoodGoodPoorSD110
June 201042.4PoorVery GoodVery GoodPoorSD140
July 200842.4PoorVery GoodVery GoodPoorSD140
July 200642.4PoorVery GoodVery GoodPoorSD150
June 200448.0PoorVery GoodVery GoodPoorSD100
July 200248.0PoorVery GoodVery GoodPoorSD100
June 200042.5PoorVery GoodVery GoodPoorSD120
August 199868.9FairVery GoodVery GoodFair-120
April 199668.9FairVery GoodVery GoodFair-120
May 199469.9FairVery GoodVery GoodFair-120
May 199281.1FairVery GoodVery GoodFair-120
April 199081.1FairVery GoodVery GoodFair-120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.5656000
Timber Pileeach3838000
Reinforced Concrete Pier Caplinear ft.196196000
Joints
Pourable Jointlinear ft.216216000
Bearings
Elastomeric Bearingeach9696000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Deck
Reinforced Concrete Slabsq. ft.3,2403,240000