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SECOND AVE NORTH over TRIB TO PABLO CREEK

Map 

Coordinates:
+30.29000, -81.41833
30°17'24" N, 81°25'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SECOND AVE NORTH over TRIB TO PABLO CREEK
Structure number:724295
Location:0.5 MI NW OF BEACH BLVD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1956
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]

Latest Available Inspection: November 2014 

Status:Posted for load [P]
Average daily traffic:251 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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 desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:26.6 tons [24.2 metric tons]
Inventory rating:19.4 tons [17.6 metric tons]
Sufficiency rating:50.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201450.3Not deficientFairSatisfactorySatisfactory251
November 201250.3Not deficientFairSatisfactorySatisfactory251
November 201051.4Not deficientGoodSatisfactorySatisfactory251
November 200851.4Not deficientGoodSatisfactorySatisfactory251
November 200648.9Not deficientGoodSatisfactorySatisfactory251
November 200445.4Structurally deficientPoorSatisfactorySatisfactory251
November 200247.7Not deficientFairSatisfactorySatisfactory251
November 20008.0Structurally deficientFairSatisfactorySerious251
May 199852.4Not deficientGoodGoodGood251
November 19989.0Structurally deficientSatisfactorySatisfactorySerious251
November 199629.6Structurally deficientSatisfactoryGoodPoor251
June 199536.2Structurally deficientGoodGoodPoor251
June 199366.4Not deficientGoodGoodGood251
July 199164.4Not deficientGoodGoodGood251