Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'14TH STREET CANAL ' (1) ·
'BOYNTON CANAL ' (1) ·
'Bulow Creek ' (1) ·
'CR-3 ' (1) ·
'George King Blvd ' (1) ·
'JONES CREEK ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Main Relief Canal ' (1) ·
'SIMS CREEK ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'WARNER CREEK ' (1) ·
'WPB STUB CANAL ' (1) ·
George King Blvd (1)
'27th Street ' (1) ·
'BELVEDERE RD ' (1) ·
'CENTER STREET ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'DIXIE HIGHWAY ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'Walter Boardman Ln' (1) ·
SR-A1A SB (1)
700054 (1) ·
700128 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
794126 (1) ·
884054 (1) ·
884077 (1) ·
890113 (1) ·
890126 (1) ·
931009 (1) ·
931010 (1) ·
934146 (1) ·
934147 (1) ·
934208 (1)
'.25mi W OF I-95 ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (1)
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)
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)
Showing below up to 15 results in range #1 to #15.
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