Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12133 (1) ·
12143 (1) ·
12185 (1) ·
12239 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Features 006a:
'Canal ' (1) ·
'Carter's Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Creek ' (1) ·
'Goat Creek ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Lantana Road ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Outfall ' (1) ·
'Sebastian Canal ' (1) ·
'SR-46 ' (1) ·
'SR-514 ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'Hurley Blvd ' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Lantana to I 95 SB' (1) ·
'Malabar Rd ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR-46 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1)
Number 008:
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Location 009:
'0.3 Mile East of US-1 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
Latitude 016:
26341790 (1) ·
26342000 (1) ·
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26350300 (1) ·
26351210 (1) ·
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28395480 (1) ·
28395825 (1) ·
28403730 (1)
Longitude 017:
80024400 (1) ·
80040850 (1) ·
80041000 (1) ·
80041025 (1) ·
80041140 (1) ·
80041145 (1) ·
80044182 (1) ·
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80370039 (1) ·
80372083 (1) ·
80374985 (1) ·
80382659 (1) ·
80382780 (1) ·
80424614 (1) ·
80424640 (1) ·
80512576 (1) ·
80521049 (1) ·
80522703 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
N/A (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:
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 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 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:
Clearance 116:
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