Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
13805 (1) ·
15137 (1) ·
15160 (1) ·
15172 (1) ·
15174 (1) ·
15184 (1) ·
15185 (1) ·
15186 (1) ·
15192 (1) ·
15193 (1) ·
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15205 (1) ·
15269 (1) ·
15274 (1) ·
15275 (1) ·
15583 (1) ·
15598 (1) ·
15759 (1) ·
15869 (1) ·
15919 (1) ·
15920 (1) ·
15944 (1) ·
15960 (1) ·
16077 (1) ·
16078 (1) ·
19462 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'RELIEF CANAL ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'Ballough Street ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-880 ' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'FLEMING STREET ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 5TH STREET ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'Southern Boulevard' (1) ·
'SW 18TH ST ' (1)
Number 008:
795000 (1) ·
880044 (1) ·
884003 (1) ·
884039 (1) ·
884053 (1) ·
884063 (1) ·
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934487 (1) ·
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935218 (1) ·
935900 (1) ·
940122 (1) ·
940123 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (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) ·
'0.8Mi W OF MILITARY TRAIL' (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) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (1) ·
'CR-615 (66TH AVE.) ' (1)
Latitude 016:
26194915 (1) ·
26195136 (1) ·
26235789 (1) ·
26331032 (1) ·
26403161 (1) ·
26410771 (1) ·
26411885 (1) ·
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26590684 (1) ·
27020590 (1) ·
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27120310 (1) ·
27240492 (1) ·
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27430923 (1) ·
27445538 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
27474990 (1) ·
27475995 (1) ·
29133119 (1)
Longitude 017:
80025423 (1) ·
80040020 (1) ·
80054858 (1) ·
80065384 (1) ·
80075125 (1) ·
80081246 (1) ·
80115706 (1) ·
80120923 (1) ·
80152526 (1) ·
80174285 (1) ·
80231981 (1) ·
80232057 (1) ·
80232174 (1) ·
80232401 (1) ·
80241142 (1) ·
80264868 (1) ·
80274275 (1) ·
80291127 (1) ·
80291224 (1) ·
80293742 (1) ·
80334956 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80402235 (1) ·
81012374 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 26 results in range #1 to #26.
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