Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Superstructure 059 : Poor or Serious

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ObjectID:
13765 (1) · 13809 (1) · 13810 (1) · 15576 (1) · 15578 (1) · 15640 (1) · 17860 (1)
Status:
AM (1) · MM (1) · ST (1)
Date:
04-19 (1) · 06-03 (1) · 12-02 (1)
County 003:
Brevard (1) · Palm Beach (1) · Volusia (1)
Place 004:
Jupiter (1) · Lake Worth (1) · Melbourne (1) · New Smyrna Beach (1) · North Palm Beach village (1)
Route 005d:
00000 (1) · 00001 (1) · 00507 (1)
Direction 005e:
None (1)
Features 006a:
'Brando Canal ' (1) · 'Earman River (C-17) ' (1) · 'I 95 SR 9 ' (1) · 'Intracoastal Waterway ' (1) · 'SR-507 ' (1) · 'Turnbull Creek ' (1) · 'Yacht Club Cut ' (1)
Critical 006b:
None (1)
Facility 007:
'10th Ave. North ' (1) · 'Barracuda Blvd. ' (1) · 'Fifth Street ' (1) · 'SR-507 ' (1) · 'Turnbull Bay Road ' (1) · 'US-1 (SR-5) ' (1)
Number 008:
700186 (1) · 794022 (1) · 795700 (1) · 795701 (1) · 930003 (1) · 930005 (1) · 930260 (1)
Location 009:
'0.13mi NW from N Causeway' (1) · '0.1mi E of Riverside Dr ' (1) · '1.9 Miles West of US-1 ' (1) · '10th Ave over I 95 ' (1) · '3/4 MI North of SR-706 ' (1) · 'Just North of SR-850 ' (1) · 'SR-507 over Crane Creek ' (1)
Latitude 016:
26374030 (1) · 26483005 (1) · 26564568 (1) · 28040738 (1) · 29004760 (1) · 29020655 (1) · 29030413 (1)
Longitude 017:
80032135 (1) · 80040290 (1) · 80050482 (1) · 80371675 (1) · 80545465 (1) · 80545924 (1) · 80573537 (1)
Owner 022:
City (1) · County (1) · FDOT (1)
Built 027:
1956 (1) · 1958 (1) · 1965 (1) · 1967 (1) · 1975 (1) · 1982 (1)
Lanes 028a:
1 (1) · 2 (1) · 4 (1) · 6 (1)
Traffic 029:
1091 (1) · 18800 (1) · 2165 (1) · 2599 (1) · 26500 (1) · 27000 (1) · 28500 (1)
Traffic Year 030:
2014 (1) · 2015 (1) · 2016 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway (1) · Waterway (1)
Kind 043a:
Concrete (1) · Prestressed concrete (1) · Steel (1)
Type 043b:
Channel beam (1) · Movable - Bascule (1) · Slab (1) · Stringer/Multi-beam/Girder (1) · Tee beam (1)
Length 049:
10 (1) · 15 (1) · 257 (1) · 28 (1) · 44 (1) · 62 (1) · 81 (1)
Width 052:
10 (1) · 20 (1) · 25 (1) · 29 (1) · 31 (1) · 6 (1) · 7 (1)
Deck 058:
Fair (1) · Good (1) · Poor (1)
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Fair (1) · Good (1) · Poor (1) · Satisfactory (1) · Very Good (1)
Channel 061:
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. (1) · 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. (1) · N/A (1)
Culvert 062:
N/A (1)
Inspect Date 090:
03-17 (1) · 04-16 (1) · 05-16 (1) · 09-17 (1) · 11-17 (1)
Direction 102:
2 - way (1) · One lane bridge for 2 way traffic (1)
Rebuilt 106:
None (1) · 2017 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (1)
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) · Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) · Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) · Bridge not over waterway. (1) · Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
1320 (1) · 2620 (1) · 3145 (1) · 32618 (1) · 45978 (1) · 46845 (1) · 49448 (1)
Future Year 115:
2034 (1) · 2038 (1) · 2039 (1)
Clearance 116:
None (1)

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