Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12140 (1) ·
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13664 (1) ·
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13670 (1) ·
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19495 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD L-2 Canal ' (1) ·
'Middle Haw Creek ' (1) ·
'North Lake ' (1) ·
'Reed Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR-50 ' (1) ·
'Sweetwater Creek ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'Dairy Rd ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB North Lake Blvd' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Fox Lake Rd. ' (1) ·
'GUN CLUB RD ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'Old Samsula Dr ' (1) ·
'PROSPERITY FARM RD' (1) ·
'Ranch Rd. ' (1) ·
'Saul Street ' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-A1A ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700058 (1) ·
700130 (1) ·
700132 (1) ·
700133 (1) ·
700135 (1) ·
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940004 (1)
Location 009:
'0.1 Mi North of Taylor Rd' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1mi. W of US-1. ' (1) ·
'At Reed Canal Road ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 WB -Tomoka River ' (1)
Latitude 016:
26252016 (1) ·
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26413216 (1) ·
26415450 (1) ·
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Longitude 017:
80040198 (1) ·
80041600 (1) ·
80041852 (1) ·
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80044280 (1) ·
80045351 (1) ·
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80145640 (1) ·
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80510507 (1) ·
80510633 (1) ·
80512802 (1) ·
81003691 (1) ·
81040663 (1) ·
81042872 (1) ·
81072482 (1) ·
81134830 (1) ·
81183972 (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: (Click arrow to add another value)
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:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 28 results in range #1 to #28.
