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:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
'Daytona Canal ' (1) ·
'E-3 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) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Ballough Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'HARRIS RD ' (1) ·
'Highbridge Road ' (1) ·
'HURON WAY ' (1) ·
'LAWRENCE ROAD ' (1) ·
'Levee Road ' (1) ·
'MARGINAL RD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'ST LUCIE BLVD ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
794025 (1) ·
795000 (1) ·
890102 (1) ·
894014 (1) ·
894047 (1) ·
894048 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934214 (1) ·
934259 (1) ·
934502 (1) ·
934515 (1) ·
934517 (1) ·
934519 (1) ·
934904 (1) ·
934914 (1) ·
935303 (1) ·
935750 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1/2MI S of INDIAN ST. ' (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 TEDDAR ROAD ' (1)
Latitude 016:
26232019 (1) ·
26290520 (1) ·
26291118 (1) ·
26321988 (1) ·
26342300 (1) ·
26354162 (1) ·
26373441 (1) ·
26375624 (1) ·
26382116 (1) ·
26384803 (1) ·
26401000 (1) ·
26401808 (1) ·
26410978 (1) ·
26413511 (1) ·
26423844 (1) ·
26451984 (1) ·
26455204 (1) ·
27085780 (1) ·
27090600 (1) ·
27091468 (1) ·
27101012 (1) ·
29133119 (1) ·
29243110 (1)
Longitude 017:
80043055 (1) ·
80043118 (1) ·
80043232 (1) ·
80044372 (1) ·
80051590 (1) ·
80062363 (1) ·
80074708 (1) ·
80102658 (1) ·
80104062 (1) ·
80120012 (1) ·
80120030 (1) ·
80121176 (1) ·
80142587 (1) ·
80142967 (1) ·
80295638 (1) ·
80381684 (1) ·
80391185 (1) ·
80413113 (1) ·
80423700 (1) ·
80423874 (1) ·
80482588 (1) ·
81012374 (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) ·
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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