Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'DRAINAGE CANAL ' (1) ·
'Goat Creek ' (1) ·
'Indian River Relief ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'Lake Worth Tide Relief' (1) ·
'N RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
St Johns River Relief (1)
Critical 006b:
Facility 007:
'2nd AVENUE NORTH ' (1) ·
'AVENUE OF PGA ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR510 Wabasso Road' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'US 192 WB ' (1) ·
'US-1 NB ' (1) ·
'US-192 WB ' (1) ·
'Volco Road ' (1) ·
US-192 EB (1)
Number 008:
700023 (1) ·
700080 (1) ·
700082 (1) ·
700146 (1) ·
700148 (1) ·
700205 (1) ·
700213 (1) ·
700233 (1) ·
790198 (1) ·
790220 (1) ·
794131 (1) ·
794133 (1) ·
880052 (1) ·
884055 (1) ·
890106 (1) ·
930098 (1) ·
934364 (1) ·
934518 (1) ·
937005 (1) ·
940049 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
US-192 EB-St Johns Relief (1)
Latitude 016:
26320076 (1) ·
26370900 (1) ·
26403240 (1) ·
26501040 (1) ·
27034414 (1) ·
27154481 (1) ·
27154501 (1) ·
27173677 (1) ·
27173720 (1) ·
27413662 (1) ·
27451178 (1) ·
27580636 (1) ·
28051434 (1) ·
28052963 (1) ·
28053027 (1) ·
28123224 (1) ·
28123289 (1) ·
28124312 (1) ·
28124379 (1) ·
28485599 (1) ·
28485627 (1) ·
28543436 (1) ·
28544228 (1)
Longitude 017:
80022719 (1) ·
80045781 (1) ·
80071574 (1) ·
80210806 (1) ·
80210855 (1) ·
80221024 (1) ·
80221116 (1) ·
80254429 (1) ·
80264603 (1) ·
80293882 (1) ·
80315267 (1) ·
80323926 (1) ·
80345692 (1) ·
80371385 (1) ·
80371403 (1) ·
80380201 (1) ·
80380233 (1) ·
80454965 (1) ·
80454978 (1) ·
80543046 (1) ·
80544759 (1) ·
81112589 (1) ·
81112630 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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