Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
13810 (1) ·
13817 (1) ·
15140 (1) ·
15160 (1) ·
15167 (1) ·
15170 (1) ·
15184 (1) ·
15185 (1) ·
15267 (1) ·
15752 (1) ·
15758 (1) ·
15871 (1) ·
15880 (1) ·
15887 (1) ·
15939 (1) ·
15940 (1) ·
15950 (1) ·
15972 (1) ·
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16051 (1) ·
17887 (1) ·
17916 (1) ·
19214 (1) ·
19233 (1) ·
19235 (1) ·
19383 (1) ·
19490 (1) ·
19500 (1) ·
19507 (1) ·
19555 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'GARDEN CANAL ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Reed Canal ' (1) ·
'Salerno Creek ' (1) ·
'Taylor Creek ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'2nd AVENUE NORTH ' (1) ·
'34th Avenue ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'ARMONE PLACE ' (1) ·
'BRITT RD ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DUDA ROAD ' (1) ·
'Fifth Street ' (1) ·
'ISLAND ROAD ' (1) ·
'Juanita Ave. ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'MISSION HILL ROAD ' (1) ·
'Palm Bay Parkway ' (1) ·
'Saul Street ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Service Road ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR A1A ' (1) ·
'SR-715 ' (1) ·
'SR-A1A ' (1) ·
'US 192 WB ' (1) ·
'US-98 SR700 US441 ' (1)
Number 008:
700233 (1) ·
705924 (1) ·
795701 (1) ·
796518 (1) ·
880049 (1) ·
884003 (1) ·
884024 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
885813 (1) ·
894000 (1) ·
894053 (1) ·
894055 (1) ·
930465 (1) ·
930471 (1) ·
930910 (1) ·
934179 (1) ·
934364 (1) ·
934489 (1) ·
934517 (1) ·
934519 (1) ·
934905 (1) ·
935206 (1) ·
935207 (1) ·
935305 (1) ·
936802 (1) ·
940003 (1) ·
940004 (1) ·
940085 (1) ·
944017 (1)
Location 009:
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 Miles North of SR 60 ' (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 N of COVE ROAD ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US 192 WB over Indian Riv' (1)
Latitude 016:
26201913 (1) ·
26202500 (1) ·
26240578 (1) ·
26294400 (1) ·
26331348 (1) ·
26370900 (1) ·
26401808 (1) ·
26404133 (1) ·
26410978 (1) ·
26413800 (1) ·
26414288 (1) ·
26514900 (1) ·
26563620 (1) ·
27011625 (1) ·
27083630 (1) ·
27140482 (1) ·
27205945 (1) ·
27211650 (1) ·
27214720 (1) ·
27282250 (1) ·
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27383371 (1) ·
27412374 (1) ·
27424275 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
28004870 (1) ·
28051434 (1) ·
29004760 (1) ·
29092945 (1)
Longitude 017:
80023337 (1) ·
80044085 (1) ·
80045781 (1) ·
80060114 (1) ·
80060914 (1) ·
80071860 (1) ·
80102658 (1) ·
80120021 (1) ·
80120030 (1) ·
80121898 (1) ·
80143606 (1) ·
80144500 (1) ·
80145640 (1) ·
80170422 (1) ·
80201872 (1) ·
80251340 (1) ·
80263114 (1) ·
80274465 (1) ·
80274529 (1) ·
80284675 (1) ·
80303079 (1) ·
80345692 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80375380 (1) ·
80381684 (1) ·
80410200 (1) ·
80441510 (1) ·
80545465 (1) ·
81003691 (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)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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 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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