Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12117 (1) ·
12139 (1) ·
12171 (1) ·
12224 (1) ·
12225 (1) ·
13677 (1) ·
13747 (1) ·
13772 (1) ·
13774 (1) ·
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15620 (1) ·
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18728 (1) ·
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19491 (1)
County 003:
Place 004:
None (1) ·
63362 (1) ·
Boca Raton (1) ·
Daytona Beach (1) ·
Greenacres City (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Melbourne (1) ·
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Palm Bay (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Rockledge (1) ·
Royal Palm Beach village (1) ·
South Daytona (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Grant Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Murray Creek ' (1) ·
'Nova Canal ' (1) ·
'Ross Creek ' (1) ·
'Samsula Canal ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'ARMONE PLACE ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CHERRY ROAD ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB US 98 SR 80 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'IBIS WAY ' (1) ·
'Lake Worth Road ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'Old Daytona Rd ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SW 18th Street ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'WB US 98 SR 80 ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Williams Road ' (1)
Number 008:
700008 (1) ·
700056 (1) ·
700101 (1) ·
700172 (1) ·
700176 (1) ·
790039 (1) ·
790181 (1) ·
790184 (1) ·
794061 (1) ·
794065 (1) ·
930171 (1) ·
930197 (1) ·
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934489 (1) ·
934940 (1) ·
936262 (1) ·
936263 (1) ·
936801 (1) ·
937715 (1)
Location 009:
'0.1Mi W of Marsh Road ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-519 SB I-95 ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
26195500 (1) ·
26295449 (1) ·
26331348 (1) ·
26350275 (1) ·
26370347 (1) ·
26374169 (1) ·
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26403390 (1) ·
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26413718 (1) ·
26415000 (1) ·
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28045218 (1) ·
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28173269 (1) ·
28294669 (1) ·
29004196 (1) ·
29021899 (1) ·
29035590 (1) ·
29044616 (1) ·
29102421 (1)
Longitude 017:
80022643 (1) ·
80023162 (1) ·
80041085 (1) ·
80041535 (1) ·
80041853 (1) ·
80043055 (1) ·
80043232 (1) ·
80053750 (1) ·
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80061936 (1) ·
80061975 (1) ·
80070200 (1) ·
80075212 (1) ·
80102258 (1) ·
80120806 (1) ·
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80121898 (1) ·
80355880 (1) ·
80361398 (1) ·
80375049 (1) ·
80443480 (1) ·
80500384 (1) ·
80572087 (1) ·
80574874 (1) ·
81013879 (1) ·
81022968 (1) ·
81162090 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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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