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CHESNUT GROVE RD over LAZER CREEK

Map

Coordinates:
+32.80149, -84.62546
32°48'05" N, 84°37'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHESNUT GROVE RD over LAZER CREEK
Structure number:000000026350280
Location:3 MI W OF WOODLAND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1960
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:6
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: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:63.6
Estimated cost of work:$897,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201663.6FairFairFairFair-490
January 201463.6FairFairFairFair-490
January 201262.0FairFairFairFair-600
January 201062.0FairFairFairFair-620
January 200859.1FairFairFairFair-620
January 200659.2FairFairFairFair-390
January 200459.0FairFairFairFair-740
January 200270.1FairSatisfactorySatisfactorySatisfactory-740
February 200070.1FairGoodGoodSatisfactory-470
December 199770.1FairGoodGoodSatisfactory-430
December 199571.2FairGoodGoodSatisfactory-430
December 199371.3FairGoodGoodSatisfactory-390
October 199171.3FairGoodGoodSatisfactory-270

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,2241,1348460
Deck
Reinforced Concrete Top Flangesq. ft.4,2842,14202,1420
Substructure
Reinforced Concrete Abutmentlinear ft.5656000
Prestressed Concrete Pileeach2041600
Reinforced Concrete Pier Caplinear ft.130115960
Joints
Pourable Jointlinear ft.156000156
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.306306000