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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'Brando Canal ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Conners Canal ' (1) ·
'CROOKED CREEK ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Sebastian Canal West ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-512 ' (1) ·
'HARRIS RD ' (1) ·
'ISLAND RD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SIMARA STREET ' (1) ·
'SR-44 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'ST LUCIE BLVD ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-1 (SR-5) ' (1) ·
'Wilden Road ' (1)
Number 008:
704086 (1) ·
790150 (1) ·
795700 (1) ·
880041 (1) ·
880042 (1) ·
880085 (1) ·
894014 (1) ·
894049 (1) ·
895501 (1) ·
895505 (1) ·
930410 (1) ·
934259 (1) ·
934515 (1) ·
935303 (1) ·
940009 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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 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 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 15 results in range #1 to #15.
