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: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'C-24 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) ·
'CPB20 CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'HOWARD CREEK ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'M-1 CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'Becker Road ' (1) ·
'BOBWHITE ROAD ' (1) ·
'COLUMBUS DR. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Crosstown Parkway ' (1) ·
'DARWIN BLVD ' (1) ·
'DUNN ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'GETTYSBURG DR ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'KESTOR DR ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PONCE DE LEON ST ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SPARROW DRIVE ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'UNDALLO RD ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
1000 (1) ·
101 (1) ·
1050 (1) ·
110 (1) ·
1120 (1) ·
11300 (1) ·
115 (1) ·
120 (1) ·
1200 (1) ·
1440 (1) ·
1500 (1) ·
16600 (1) ·
17500 (1) ·
17700 (1) ·
1800 (1) ·
18100 (1) ·
20000 (1) ·
220 (1) ·
250 (1) ·
3000 (1) ·
3600 (1) ·
400 (1) ·
500 (1) ·
600 (1) ·
6000 (1) ·
625 (1) ·
7200 (1) ·
8000 (1) ·
8800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 not over waterway. (1)
Future 114:
10000 (1) ·
1041 (1) ·
12492 (1) ·
1350 (1) ·
15268 (1) ·
1700 (1) ·
1728 (1) ·
1735 (1) ·
174 (1) ·
1900 (1) ·
19606 (1) ·
2000 (1) ·
250 (1) ·
27150 (1) ·
28801 (1) ·
30363 (1) ·
30710 (1) ·
3123 (1) ·
3470 (1) ·
3500 (1) ·
400 (1) ·
4000 (1) ·
4320 (1) ·
600 (1) ·
694 (1) ·
720 (1) ·
7200 (1) ·
7500 (1) ·
850 (1)
Clearance 116:
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