Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12136 (1) ·
12189 (1) ·
13700 (1) ·
13729 (1) ·
13737 (1) ·
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15140 (1) ·
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19401 (1) ·
19467 (1) ·
19507 (1) ·
19527 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BRITT CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal C-51 ' (1) ·
'CANAL E-4 ' (1) ·
'Conners Canal ' (1) ·
'FEC Railroad ' (1) ·
'I-4 ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL C CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-520 ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'US-1 ' (1) ·
'West Palm Beach Canal ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'13th Street SW ' (1) ·
'16th Street ' (1) ·
'53RD STREET ' (1) ·
'5th Street SW ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'BRITT RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'Fifth Street ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'ISLAND ROAD ' (1) ·
'Levee Road ' (1) ·
'LittleRanchesTrail' (1) ·
'MISSION HILL ROAD ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'Service Road ' (1) ·
'SR-44 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-520 EB ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700052 (1) ·
700127 (1) ·
700220 (1) ·
790082 (1) ·
790150 (1) ·
790166 (1) ·
790167 (1) ·
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940009 (1) ·
940047 (1)
Location 009:
'0.1mi E of Riverside Dr ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'I-95 SB over US-1 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'South Side of US-98 ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
26284041 (1) ·
26294400 (1) ·
26295890 (1) ·
26404846 (1) ·
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26410978 (1) ·
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29200964 (1)
Longitude 017:
80023337 (1) ·
80044085 (1) ·
80044365 (1) ·
80051590 (1) ·
80102658 (1) ·
80120925 (1) ·
80134871 (1) ·
80170422 (1) ·
80192646 (1) ·
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80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80385322 (1) ·
80474023 (1) ·
80474142 (1) ·
80492277 (1) ·
80545465 (1) ·
80545970 (1) ·
81075240 (1) ·
81161842 (1) ·
81161879 (1)
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 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:
Clearance 116:
Showing below up to 29 results in range #1 to #29.
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