Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRITT CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL-1 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Cow Creek ' (1) ·
'Halifax River ' (1) ·
'LATERAL G CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'M CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'BRITT RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR-700 ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'E. Minnesota Ave. ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'JUPITER BEACH RD ' (1) ·
'Magnolia Avenue ' (1) ·
'Maytown Road ' (1) ·
'RANGE LINERD CR609' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 23RD AVE. ' (1) ·
'TAYLOR DAIRY ROAD ' (1)
Number 008:
794014 (1) ·
794015 (1) ·
794032 (1) ·
880040 (1) ·
880047 (1) ·
880062 (1) ·
894000 (1) ·
894017 (1) ·
894018 (1) ·
930085 (1) ·
930302 (1) ·
934125 (1) ·
934258 (1) ·
934931 (1) ·
940020 (1) ·
940026 (1) ·
940027 (1) ·
940038 (1) ·
940041 (1) ·
940043 (1) ·
940068 (1)
Location 009:
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1Mi W of US-1 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'INT. OF CR-700 & CR-880 ' (1)
Latitude 016:
26290169 (1) ·
26302699 (1) ·
26410475 (1) ·
26445836 (1) ·
26561862 (1) ·
27044012 (1) ·
27044356 (1) ·
27122264 (1) ·
27140482 (1) ·
27232266 (1) ·
27234679 (1) ·
27270481 (1) ·
27281046 (1) ·
27281147 (1) ·
27283693 (1) ·
27413235 (1) ·
27424258 (1) ·
27445662 (1) ·
28502280 (1) ·
29020919 (1) ·
29123848 (1)
Longitude 017:
80042000 (1) ·
80044341 (1) ·
80052073 (1) ·
80052387 (1) ·
80080433 (1) ·
80080562 (1) ·
80170422 (1) ·
80192498 (1) ·
80224257 (1) ·
80232525 (1) ·
80232645 (1) ·
80232703 (1) ·
80245245 (1) ·
80260113 (1) ·
80262430 (1) ·
80282176 (1) ·
80285306 (1) ·
80303713 (1) ·
81010311 (1) ·
81012877 (1) ·
81160318 (1)
Owner 022: (Click arrow to add another value)
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: (Click arrow to add another value)
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)
Culvert 062:
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 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 21 results in range #1 to #21.
