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LAWRENCE ROAD over SPRING CREEK

Map

Coordinates:
+32.96405, -84.49001
32°57'51" N, 84°29'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAWRENCE ROAD over SPRING CREEK
Structure number:000000029350400
Location:10 MI NW OF THOMASTON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:47.9 ft. [14.6 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:County Highway Agency [02]
Year built:1991
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:97.6
Estimated cost of work:$563,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodVery GoodGood49097.6
February 2016GoodGoodVery GoodGood49097.6
February 2014GoodVery GoodVery GoodGood49097.6
February 2012GoodVery GoodVery GoodGood41097.6
February 2010GoodVery GoodVery GoodGood28098.6
January 2008GoodVery GoodVery GoodGood28098.6
February 2006GoodVery GoodVery GoodGood22098.7
February 2004GoodVery GoodVery GoodGood40098.6
March 2002GoodVery GoodVery GoodGood40098.6
June 2000FairSatisfactoryVery GoodGood50097.6
August 1998GoodVery GoodVery GoodGood50097.6
January 1996GoodGoodVery GoodGood50097.6
March 1994GoodGoodVery GoodGood50097.6
July 1992GoodVery GoodVery GoodGood33098.6
December 1990----33014.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.384384000
Deck
Reinforced Concrete Decksq. ft.3,0143,014000
Substructure
Reinforced Concrete Columneach11000
Reinforced Concrete Abutmentlinear ft.6868000
Reinforced Concrete Pier Caplinear ft.2828000
Joints
Pourable Jointlinear ft.8400084
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.192192000