Drilldown: bridge data
From Indian River Lagoon Project
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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) ·
'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) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'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) ·
'Prosperity Farms R' (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:
890148 (1) ·
890149 (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)
Location 009:
'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) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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 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:
Direction 102:
Rebuilt 106:
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 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)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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