Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Boynton Inlet ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL A CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'TAYLOR CREEK ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-880 ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'FLEMING STREET ' (1) ·
'Highbridge Road ' (1) ·
'Main Street ' (1) ·
'MURPHY RD ' (1) ·
'NW 5TH STREET ' (1) ·
'Southern Boulevard' (1) ·
'SR A1A ' (1) ·
'SW 18TH ST ' (1)
Number 008:
794004 (1) ·
794025 (1) ·
880044 (1) ·
884003 (1) ·
884039 (1) ·
884053 (1) ·
884055 (1) ·
884063 (1) ·
884064 (1) ·
885604 (1) ·
885605 (1) ·
890015 (1) ·
890039 (1) ·
894003 (1) ·
894021 (1) ·
930030 (1) ·
930061 (1) ·
930097 (1) ·
930940 (1) ·
935218 (1) ·
935900 (1) ·
940029 (1)
Location 009:
'.5MI W of A1A & E of SR-5' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI W OF CR-507 ' (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) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'AT 141st ST ' (1) ·
'CR-615 (66TH AVE.) ' (1)
Latitude 016:
26194915 (1) ·
26235789 (1) ·
26324386 (1) ·
26403161 (1) ·
26410771 (1) ·
26411885 (1) ·
26590684 (1) ·
27020590 (1) ·
27112188 (1) ·
27120310 (1) ·
27275808 (1) ·
27385877 (1) ·
27413662 (1) ·
27430923 (1) ·
27445538 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
27474990 (1) ·
27475995 (1) ·
29132317 (1) ·
29243110 (1)
Longitude 017:
80023594 (1) ·
80025423 (1) ·
80040020 (1) ·
80054858 (1) ·
80065384 (1) ·
80152526 (1) ·
80174285 (1) ·
80194850 (1) ·
80232057 (1) ·
80232401 (1) ·
80241142 (1) ·
80264603 (1) ·
80274275 (1) ·
80291127 (1) ·
80291224 (1) ·
80293742 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80402235 (1) ·
81010394 (1) ·
81060320 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058: (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) ·
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 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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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