+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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 2015]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201697.7GoodGoodGoodGood-6200
December 201497.7GoodGoodGoodGood-5700
December 201297.5GoodGoodGoodGood-11521
December 201097.5GoodGoodGoodGood-11521
December 200896.4GoodGoodGoodGood-11521
December 200696.4GoodGoodGoodGood-11521
December 200496.4GoodGoodGoodGood-11521
December 200294.8GoodGoodGoodGood-11521
December 200096.3GoodGoodGoodGood-11521
December 199896.3GoodGoodGoodGood-11521
December 199696.3GoodGoodGoodGood-11521
January 199596.2GoodGoodGoodGood-11521
January 199390.3GoodGoodVery GoodGood-11521
January 199190.3GoodExcellentExcellentExcellent-11521