Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12264 (1) ·
13758 (1) ·
13795 (1) ·
13796 (1) ·
13797 (1) ·
13809 (1) ·
13811 (1) ·
15141 (1) ·
15143 (1) ·
15235 (1) ·
15236 (1) ·
15268 (1) ·
15269 (1) ·
15693 (1) ·
15775 (1) ·
15847 (1) ·
15849 (1) ·
15850 (1) ·
15867 (1) ·
15943 (1) ·
16103 (1) ·
16108 (1) ·
16110 (1) ·
16111 (1) ·
16116 (1) ·
19370 (1) ·
19428 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Brando Canal ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-8 ' (1) ·
'Cypress Creek ' (1) ·
'DIRT FARM ROAD ' (1) ·
'Gabordy's Canal ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Little Cow Creek ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'RETENTION POND ' (1) ·
'Spruce Creek ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'Sykes Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'Cow Creek Road ' (1) ·
'DYER PARK ROAD ' (1) ·
'GETTYSBURG DR ' (1) ·
'I 95 SR 9 ' (1) ·
'LINTON BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NW 13 ST ' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'Riverside Drive ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SW THIRD ST ' (1) ·
'Taylor Road ' (1) ·
'Volco Road ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
704144 (1) ·
794009 (1) ·
794130 (1) ·
794131 (1) ·
794133 (1) ·
795700 (1) ·
795713 (1) ·
880050 (1) ·
880052 (1) ·
890115 (1) ·
890116 (1) ·
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894003 (1) ·
930373 (1) ·
930375 (1) ·
930519 (1) ·
934140 (1) ·
934402 (1) ·
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934405 (1) ·
934483 (1) ·
935215 (1) ·
945250 (1) ·
945255 (1) ·
945257 (1) ·
945258 (1) ·
945263 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.5 miles North of SR-706' (1) ·
'200ft. S of 10th Street ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'At Exit 76 ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441/SR-7 ' (1)
Latitude 016:
26200900 (1) ·
26201002 (1) ·
26204432 (1) ·
26214151 (1) ·
26262125 (1) ·
26383999 (1) ·
26465960 (1) ·
26470845 (1) ·
26571634 (1) ·
26581961 (1) ·
26582109 (1) ·
27120310 (1) ·
27131422 (1) ·
27132091 (1) ·
27132776 (1) ·
27132857 (1) ·
27153115 (1) ·
27165946 (1) ·
27451178 (1) ·
27452951 (1) ·
28242068 (1) ·
28543436 (1) ·
28544228 (1) ·
28563029 (1) ·
29001931 (1) ·
29020655 (1) ·
29050220 (1)
Longitude 017:
80032221 (1) ·
80055680 (1) ·
80065459 (1) ·
80071351 (1) ·
80092461 (1) ·
80095468 (1) ·
80103697 (1) ·
80104046 (1) ·
80120952 (1) ·
80120955 (1) ·
80121006 (1) ·
80162552 (1) ·
80172570 (1) ·
80174285 (1) ·
80205419 (1) ·
80224460 (1) ·
80232953 (1) ·
80251396 (1) ·
80252443 (1) ·
80254429 (1) ·
80413919 (1) ·
80543046 (1) ·
80544173 (1) ·
80544759 (1) ·
80545924 (1) ·
80563010 (1) ·
81035390 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 27 results in range #1 to #27.
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