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GRACE LANE over CEDAR RIVER

Map 

Coordinates:
+30.30944, -81.75583
30°18'34" N, 81°45'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRACE LANE over CEDAR RIVER
Structure number:724297
Location:0.3 MI WEST OF LANE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:37.4 ft. [11.4 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:1,101 [as of 2016]
Truck traffic:10% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201698.0Not deficientGoodGoodGood1101
February 201498.0Not deficientGoodGoodGood1101
February 201298.0Not deficientGoodGoodGood1101
February 2010100.0Not deficientGoodGoodGood1101
February 200899.9Not deficientGoodGoodGood1101
February 200699.9Not deficientGoodGoodGood1101
February 200499.9Not deficientGoodGoodGood1101
February 200299.9Not deficientGoodGoodGood1101
December 200084.7Not deficientGoodGoodSatisfactory1101
February 199884.7Not deficientGoodGoodGood1101
February 199684.7Not deficientVery GoodVery GoodGood1101