Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'C-104 CANAL ' (1) ·
'Canal ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Nav. Banana River Canal ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-3 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'ST. LUCIE RIVER ' (1) ·
'Sykes Creek ' (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'COLUMBUS DR. ' (1) ·
'DARWIN BLVD ' (1) ·
'DUNN ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'GETTYSBURG DR ' (1) ·
'Girard Blvd. ' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'KESTOR DR ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'Patti Drive ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Port St. Lucie Bld' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'Richland Ave ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-404 EB ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'Sykes Creek Pkwy ' (1) ·
'UNDALLO RD ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
110 (1) ·
1120 (1) ·
11300 (1) ·
115 (1) ·
120 (1) ·
1200 (1) ·
12250 (1) ·
1227 (1) ·
12304 (1) ·
1500 (1) ·
1700 (1) ·
19500 (1) ·
20000 (1) ·
21000 (1) ·
220 (1) ·
24900 (1) ·
250 (1) ·
25474 (1) ·
26500 (1) ·
3000 (1) ·
322 (1) ·
43000 (1) ·
500 (1) ·
600 (1) ·
6000 (1) ·
607 (1) ·
8000 (1) ·
8800 (1)
Service On 042a:
Service Under 042b:
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) ·
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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:
10000 (1) ·
1419 (1) ·
15268 (1) ·
1700 (1) ·
174 (1) ·
1900 (1) ·
19606 (1) ·
2000 (1) ·
21254 (1) ·
21347 (1) ·
250 (1) ·
28801 (1) ·
2950 (1) ·
33832 (1) ·
3470 (1) ·
3500 (1) ·
36435 (1) ·
373 (1) ·
400 (1) ·
4000 (1) ·
43202 (1) ·
44197 (1) ·
45978 (1) ·
704 (1) ·
7200 (1) ·
74605 (1) ·
7500 (1) ·
850 (1)
Clearance 116:
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