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34TH STREET over 29TH ST. COMMON OUTFALL

Map 

Coordinates:
+27.95333, -82.42194
27°57'12" N, 82°25'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:34TH STREET over 29TH ST. COMMON OUTFALL
Structure number:105612
Location:AT SR-60 (ADAMO DRIVE)
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:28.2 ft. [8.6 m]
Total length:56.4 ft. [17.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:82.7 ft. [25.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1977
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2015]
Truck traffic:30% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:69.3 tons [63.0 metric tons]
Inventory rating:41.5 tons [37.7 metric tons]
Sufficiency rating:95.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201595.5Not deficientGoodSatisfactoryGood11000
February 201395.5Not deficientGoodSatisfactoryGood11000
February 201195.4Not deficientGoodSatisfactoryGood11000
February 200995.9Not deficientGoodSatisfactoryGood11000
February 200795.9Not deficientGoodSatisfactoryGood11000
February 200594.9Not deficientFairSatisfactoryGood11000
February 200395.9Not deficientFairSatisfactoryGood11000
February 200194.4Not deficientFairSatisfactoryGood11000
February 199994.4Not deficientFairSatisfactoryGood11000
February 199795.1Not deficientSatisfactoryGoodGood11300
February 199595.3Not deficientSatisfactoryGoodGood10900
February 199383.1Not deficientFairFairGood10000
February 199283.1Not deficientFairFairGood10000