Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'Daytona Canal ' (1) ·
'E-4 CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'Ballough Street ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'Highbridge Road ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Levee Road ' (1) ·
'MARGINAL RD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'MINER RD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'ST LUCIE BLVD ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
794025 (1) ·
795000 (1) ·
796401 (1) ·
885809 (1) ·
894014 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934214 (1) ·
934293 (1) ·
934345 (1) ·
934348 (1) ·
934502 (1) ·
934519 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934942 (1) ·
935303 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26243117 (1) ·
26290520 (1) ·
26291118 (1) ·
26332602 (1) ·
26342072 (1) ·
26342300 (1) ·
26354162 (1) ·
26375277 (1) ·
26375624 (1) ·
26382116 (1) ·
26384803 (1) ·
26401000 (1) ·
26401808 (1) ·
26405713 (1) ·
26413511 (1) ·
26455204 (1) ·
27091468 (1) ·
27384786 (1) ·
29073249 (1) ·
29133119 (1) ·
29243110 (1)
Longitude 017:
80043055 (1) ·
80043118 (1) ·
80043232 (1) ·
80044372 (1) ·
80050618 (1) ·
80074621 (1) ·
80074641 (1) ·
80101305 (1) ·
80101307 (1) ·
80104062 (1) ·
80120030 (1) ·
80121251 (1) ·
80172828 (1) ·
80240703 (1) ·
80295638 (1) ·
80381684 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80482588 (1) ·
81012374 (1) ·
81014619 (1) ·
81060320 (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)
Culvert 062:
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)
Future 114:
Clearance 116:
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