+30.28111, -81.57222
30°16'52" N, 81°34'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:724323
Location:0.2 MI S OF MILLS RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:42.0 ft. [12.8 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1984
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2014]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:59.0 tons [53.6 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:97.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$20,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201497.7Not deficientGoodGoodGood5700
December 201297.5Not deficientGoodGoodGood11521
December 201097.5Not deficientGoodGoodGood11521
December 200896.4Not deficientGoodGoodGood11521
December 200696.4Not deficientGoodGoodGood11521
December 200496.4Not deficientGoodGoodGood11521
December 200294.8Not deficientGoodGoodGood11521
December 200096.3Not deficientGoodGoodGood11521
December 199896.3Not deficientGoodGoodGood11521
December 199696.3Not deficientGoodGoodGood11521
January 199596.2Not deficientGoodGoodGood11521
January 199390.3Not deficientGoodVery GoodGood11521
January 199190.3Not deficientExcellentExcellentExcellent11521