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CHAFFEE ROAD over MCGIRTS CREEK

Map 

Coordinates:
+30.30111, -81.84806
30°18'04" N, 81°50'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHAFFEE ROAD over MCGIRTS CREEK
Structure number:724373
Location:0.5 MI SOUTH OF I-10
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.6 ft. [8.4 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,700 [as of 2015]
Truck traffic:3% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.0 tons [60.0 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201695.6GoodGoodGoodGood-11700
December 201495.4GoodGoodGoodGood-12300
December 201299.0GoodGoodGoodGood-2571
December 201099.0GoodGoodGoodGood-2571
December 200899.5GoodGoodGoodGood-2571
December 200699.5GoodGoodGoodGood-2571
December 200499.5GoodGoodGoodGood-2571
December 200299.5GoodGoodGoodGood-2571
December 200092.6GoodGoodGoodGood-6051
December 199892.6GoodGoodGoodGood-6051
December 199692.6GoodGoodGoodVery Good-6051
December 199492.7GoodGoodGoodVery Good-6051
December 199292.9GoodExcellentExcellentExcellent-6051