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33RD STREET over MONCRIEF CREEK

Map 

Coordinates:
+30.36472, -81.69000
30°21'53" N, 81°41'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:33RD STREET over MONCRIEF CREEK
Structure number:724165
Location:.6 MI WEST OF MONCRIEF RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:50.9 ft. [15.5 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:3,101 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:61.5 tons [55.9 metric tons]
Inventory rating:36.9 tons [33.5 metric tons]
Sufficiency rating:69.8
Estimated cost of work:$23,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201469.8Not deficientFairFairSatisfactory3101
July 201269.8Not deficientFairFairSatisfactory3101
July 201070.8Not deficientFairFairSatisfactory3101
July 200870.3Not deficientFairFairSatisfactory3101
July 200670.3Not deficientFairFairSatisfactory3101
July 200468.3Not deficientFairFairSatisfactory3101
July 200268.3Not deficientFairFairSatisfactory3101
October 200036.4Not deficientFairSatisfactorySerious3101
October 199896.6Not deficientFairGoodGood3101
January 199177.4Functionally obsolete-GoodSatisfactory3101