Share:

COGDELL ROAD over RED BLUFF CREEK

Map

Coordinates:
+31.19814, -82.78598
31°11'53" N, 82°47'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COGDELL ROAD over RED BLUFF CREEK
Structure number:000000000350260
Location:APP 8.5 MI SE PEARSON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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: May 2015

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
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:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:2.0 tons [1.8 metric tons]
Inventory rating:1.0 tons [0.9 metric tons]
Sufficiency rating:28.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$703,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201528.2PoorFairFairSeriousSD490
May 201328.2PoorFairFairSeriousSD490
May 201126.8PoorFairFairSeriousSD360
June 200926.8PoorFairFairSeriousSD360
May 200726.8PoorFairFairSeriousSD360
April 200626.2PoorFairFairSeriousSD670
May 200520.0PoorFairFairSeriousSD990
May 200326.3PoorFairFairSeriousSD650
June 200128.7PoorFairFairPoorSD890
June 199960.1FairFairFairFair-880
June 199760.1FairFairFairFair-880
May 199560.0FairFairFairFair-880
July 199365.7FairSatisfactorySatisfactoryFair-550
July 199165.7FairSatisfactorySatisfactoryFair-550

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.2626000
Timber Pileeach3202840
Reinforced Concrete Pier Caplinear ft.175169600
Joints
Pourable Jointlinear ft.216216000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Deck
Reinforced Concrete Slabsq. ft.3,0241,0361,98800