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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Boca Inlet ' (1) ·
'COLLIER CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'FECRR ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Inlet ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-518 ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'BARBER STREET ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB SR 802 Lake Ave' (1) ·
'FLEMING STREET ' (1) ·
'I-4 EB ' (1) ·
'I-95 NB ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'NW 5TH STREET ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR-404 WB ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
700077 (1) ·
700122 (1) ·
790004 (1) ·
790087 (1) ·
790107 (1) ·
880005 (1) ·
884003 (1) ·
884064 (1) ·
884065 (1) ·
885604 (1) ·
885605 (1) ·
890039 (1) ·
894019 (1) ·
930030 (1) ·
930060 (1) ·
930104 (1) ·
930318 (1) ·
935218 (1) ·
935501 (1) ·
936550 (1) ·
940015 (1) ·
940045 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1/2MI S of US-1 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT 141st ST ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-95 NB SR-518 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 SB over FECRR ' (1)
Latitude 016:
26194915 (1) ·
26202096 (1) ·
26252859 (1) ·
26365544 (1) ·
26365576 (1) ·
26411885 (1) ·
26490288 (1) ·
26582879 (1) ·
27112188 (1) ·
27241547 (1) ·
27282176 (1) ·
27380220 (1) ·
27461915 (1) ·
27473810 (1) ·
27474990 (1) ·
27475995 (1) ·
27513635 (1) ·
28071404 (1) ·
28122319 (1) ·
28493662 (1) ·
28493748 (1) ·
29091900 (1)
Longitude 017:
80022882 (1) ·
80024618 (1) ·
80040599 (1) ·
80042082 (1) ·
80045345 (1) ·
80054858 (1) ·
80081246 (1) ·
80152526 (1) ·
80192117 (1) ·
80215950 (1) ·
80264868 (1) ·
80265430 (1) ·
80291127 (1) ·
80293742 (1) ·
80365044 (1) ·
80365155 (1) ·
80390071 (1) ·
80402235 (1) ·
80422093 (1) ·
80511310 (1) ·
80511328 (1) ·
81043203 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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