Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-528 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 NB ' (1) ·
'US-192 WB ' (1)
Number 008:
700023 (1) ·
700027 (1) ·
700080 (1) ·
700082 (1) ·
700114 (1) ·
700146 (1) ·
700148 (1) ·
700205 (1) ·
790198 (1) ·
790220 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
940049 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1)
Location 009:
'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) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.85 Miles East of SR-3 ' (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-1 NB over Goat Creek ' (1) ·
'US-192 WB-St Johns Relief' (1)
Latitude 016:
27154481 (1) ·
27154501 (1) ·
27173677 (1) ·
27173720 (1) ·
27333342 (1) ·
27333344 (1) ·
27333350 (1) ·
27333412 (1) ·
27333414 (1) ·
27333415 (1) ·
27385917 (1) ·
27385953 (1) ·
27580636 (1) ·
28053027 (1) ·
28123224 (1) ·
28123289 (1) ·
28124312 (1) ·
28124379 (1) ·
28241822 (1) ·
28241880 (1) ·
28485599 (1) ·
28485627 (1)
Longitude 017:
80210806 (1) ·
80210855 (1) ·
80221024 (1) ·
80221116 (1) ·
80323926 (1) ·
80371385 (1) ·
80371403 (1) ·
80380201 (1) ·
80380233 (1) ·
80393043 (1) ·
80393049 (1) ·
80410794 (1) ·
80410799 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
80454647 (1) ·
80454965 (1) ·
80513039 (1) ·
80513106 (1) ·
81112589 (1) ·
81112630 (1)
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
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)
Direction 102: (Click arrow to add another value)
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 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) ·
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:
Showing below up to 22 results in range #1 to #22.
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