Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'CAMINO CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'Clint Moore Road ' (1) ·
'CYPRESS WAY ' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR808 Glades Rd' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NW 13 ST ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'W. CAMINO REAL ' (1) ·
'WB Spanish River ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
930154 (1) ·
930202 (1) ·
930226 (1) ·
930245 (1) ·
930246 (1) ·
930333 (1) ·
930401 (1) ·
930412 (1) ·
930414 (1) ·
930415 (1) ·
930416 (1) ·
934406 (1) ·
934408 (1) ·
934900 (1) ·
934901 (1) ·
934904 (1) ·
934908 (1) ·
934915 (1) ·
934916 (1) ·
934925 (1) ·
934926 (1) ·
935204 (1) ·
935206 (1) ·
935207 (1) ·
935215 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26195472 (1) ·
26195525 (1) ·
26201757 (1) ·
26201913 (1) ·
26202200 (1) ·
26202500 (1) ·
26203879 (1) ·
26210242 (1) ·
26214151 (1) ·
26220386 (1) ·
26220391 (1) ·
26220396 (1) ·
26220464 (1) ·
26220525 (1) ·
26220610 (1) ·
26221756 (1) ·
26222497 (1) ·
26231074 (1) ·
26231130 (1) ·
26232019 (1) ·
26241735 (1) ·
26252770 (1) ·
26252771 (1)
Longitude 017:
80041209 (1) ·
80041536 (1) ·
80043210 (1) ·
80043770 (1) ·
80052390 (1) ·
80055282 (1) ·
80060114 (1) ·
80060914 (1) ·
80065459 (1) ·
80071550 (1) ·
80071555 (1) ·
80071862 (1) ·
80071933 (1) ·
80074380 (1) ·
80074383 (1) ·
80074489 (1) ·
80100849 (1) ·
80101305 (1) ·
80101307 (1) ·
80101354 (1) ·
80101495 (1) ·
80101504 (1) ·
80101677 (1) ·
80120012 (1) ·
80121129 (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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
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