Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12221 (1) ·
12241 (1) ·
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13659 (1) ·
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19226 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Barge Canal ' (1) ·
'C-17 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'FECRR ' (1) ·
'I-95 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE WORTH ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Moore's Creek ' (1) ·
'SLOUGH ' (1) ·
'South Relief Canal ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'CR-880 ' (1) ·
'EB Blue Heron Blvd' (1) ·
'Emerson Ave 27th A' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND ROAD ' (1) ·
'JOG RD NB ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'Old Daytona Rd ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR-3 ' (1) ·
'SR-40 EB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 ' (1) ·
'SR-520 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 SB ' (1) ·
'US-92 ' (1) ·
'US98/441 SR15/700 ' (1) ·
'WB Blue Heron Blvd' (1)
Number 008:
700169 (1) ·
700197 (1) ·
700198 (1) ·
700201 (1) ·
790004 (1) ·
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940151 (1)
Location 009:
'0.04Mi W OF A1A ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'5.5 Mile West of I-95 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'ADJACENT TO US-441 ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'US-1 SB over FECRR ' (1)
Latitude 016:
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Longitude 017:
80023337 (1) ·
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80025576 (1) ·
80052832 (1) ·
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80491332 (1) ·
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81011854 (1) ·
81012071 (1) ·
81072493 (1) ·
81093528 (1) ·
81162090 (1)
Owner 022:
Built 027: (Click arrow to add another value)
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 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)
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:
Showing below up to 31 results in range #1 to #31.
