Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'E-4 CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Reed Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Critical 006b:
Facility 007:
'Ballough Street ' (1) ·
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Lantern Park Drive' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
795000 (1) ·
796549 (1) ·
934128 (1) ·
934129 (1) ·
934222 (1) ·
934313 (1) ·
934332 (1) ·
934345 (1) ·
934346 (1) ·
934901 (1) ·
934916 (1) ·
934925 (1) ·
934926 (1) ·
934936 (1) ·
934938 (1) ·
934939 (1) ·
934942 (1) ·
934945 (1) ·
934946 (1) ·
934952 (1) ·
937706 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'CR-4078 & Lantern Park Dr' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26195525 (1) ·
26233917 (1) ·
26233970 (1) ·
26252703 (1) ·
26252771 (1) ·
26290212 (1) ·
26290213 (1) ·
26290245 (1) ·
26332602 (1) ·
26342010 (1) ·
26342072 (1) ·
26344632 (1) ·
26360809 (1) ·
26422263 (1) ·
26432987 (1) ·
26525635 (1) ·
26525705 (1) ·
29093020 (1) ·
29133119 (1)
Longitude 017:
80043860 (1) ·
80043939 (1) ·
80043945 (1) ·
80050618 (1) ·
80052259 (1) ·
80071862 (1) ·
80072169 (1) ·
80074383 (1) ·
80074641 (1) ·
80074643 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80101305 (1) ·
80101307 (1) ·
80101583 (1) ·
80101586 (1) ·
80112200 (1) ·
80135984 (1) ·
81002450 (1) ·
81012374 (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:
Width 052: (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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)
Future 114:
Clearance 116:
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