Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
45775 (1) ·
63362 (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeLand (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Holly Hill (1) ·
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Royal Palm Beach village (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'Beamer's Canal ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-1 ' (1) ·
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'Cnl.Trib. to Turnbull Ck' (1) ·
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'E 3.5 AIRPORT CANAL ' (1) ·
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'Eau-Gallie River ' (1) ·
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'HYPOLUXO ISLAND LAGOON ' (1) ·
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'Lake Dias Creek ' (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) ·
'Navy Canal ' (1) ·
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'POPPOLTON CREEK ' (1) ·
'Ross Creek ' (1) ·
'Samsula Canal ' (1) ·
'Thompson River ' (1) ·
'Trib to Groover Creek ' (1) ·
'Triple box culvert ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Palm Canal (1)
Critical 006b:
Facility 007:
'ARMONE PLACE ' (1) ·
'Blue Heron Blvd. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CHERRY ROAD ' (1) ·
'EAST OCEAN AVE. ' (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-11 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
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'SR-710 Beeline Hwy' (1) ·
'SR-76 ' (1) ·
'SR-A1A ' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-92 ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Williams Road ' (1) ·
I-95 (1) ·
US-1 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1932 (1) ·
1937 (1) ·
1942 (1) ·
1946 (1) ·
1948 (1) ·
1951 (1) ·
1952 (1) ·
1955 (1) ·
1956 (1) ·
1957 (1) ·
1958 (1) ·
1959 (1) ·
1965 (1) ·
1966 (1) ·
1967 (1) ·
1969 (1) ·
1972 (1) ·
1973 (1) ·
1975 (1) ·
1977 (1) ·
1978 (1) ·
1985 (1) ·
1988 (1) ·
1989 (1) ·
1990 (1) ·
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1996 (1) ·
1998 (1) ·
2000 (1) ·
2011 (1)
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)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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:
Rebuilt 106:
Deck Type 107:
Scour 113:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation 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 by assessment, 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)
Future 114:
Clearance 116:
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