Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12133 (1) ·
12185 (1) ·
12245 (1) ·
12250 (1) ·
12257 (1) ·
12272 (1) ·
12286 (1) ·
15145 (1) ·
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15184 (1) ·
15185 (1) ·
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19183 (1) ·
19477 (1)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'CANAL-17 ' (1) ·
'Carter's Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Fellsmere Canal ' (1) ·
'Goat Creek ' (1) ·
'LATERAL U CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-514 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'Babcock Street ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CR-512 ' (1) ·
'Hurley Blvd ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Malabar Rd ' (1) ·
'Old Dixie Highway ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
I-95 SB (1)
Number 008:
700034 (1) ·
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931011 (1)
Location 009:
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT 141st ST ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26474455 (1) ·
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26490300 (1) ·
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Longitude 017:
80045519 (1) ·
80075078 (1) ·
80075297 (1) ·
80075399 (1) ·
80323926 (1) ·
80324008 (1) ·
80332834 (1) ·
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80410794 (1) ·
80410799 (1) ·
80424614 (1) ·
80424640 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
80454647 (1) ·
80513039 (1) ·
80513106 (1)
Owner 022:
Built 027:
Traffic 029:
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)
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 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:
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