Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'FL. TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-38 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'None ' (1) ·
'Pine Street ' (1) ·
'Reed Canal ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'CR-708 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'East Island Access' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'NB I 95 to Gateway' (1) ·
'Oak Lea Drive ' (1) ·
'Prosperity Farms R' (1) ·
'SR-528 EB ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'St Lucie West Blvd' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'West Island Access' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
700151 (1) ·
796548 (1) ·
890148 (1) ·
890149 (1) ·
894064 (1) ·
930435 (1) ·
934178 (1) ·
934345 (1) ·
934346 (1) ·
934369 (1) ·
934925 (1) ·
934926 (1) ·
934938 (1) ·
934939 (1) ·
934945 (1) ·
934946 (1) ·
934951 (1) ·
934952 (1) ·
936776 (1) ·
940133 (1) ·
949901 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26233917 (1) ·
26233970 (1) ·
26252703 (1) ·
26290212 (1) ·
26290213 (1) ·
26322077 (1) ·
26325800 (1) ·
26342010 (1) ·
26342072 (1) ·
26350300 (1) ·
26512009 (1) ·
26572884 (1) ·
27025170 (1) ·
27121600 (1) ·
27123400 (1) ·
27184103 (1) ·
27190428 (1) ·
28244125 (1) ·
29093016 (1)
Longitude 017:
80024400 (1) ·
80041200 (1) ·
80041860 (1) ·
80061282 (1) ·
80074641 (1) ·
80074643 (1) ·
80084780 (1) ·
80084942 (1) ·
80084971 (1) ·
80085013 (1) ·
80101305 (1) ·
80101307 (1) ·
80101583 (1) ·
80101586 (1) ·
80111100 (1) ·
80115000 (1) ·
80151030 (1) ·
80222755 (1) ·
80245322 (1) ·
80493553 (1) ·
81001126 (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: (Click arrow to add another value)
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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