Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'B-19 Canal / Trib 1 ' (1) ·
'Cambridge Canal ' (1) ·
'Creek ' (1) ·
'I 95 and SR 704 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Misner Branch ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SR-91 N/S TPK ' (1) ·
SR-401 (1)
'Belvede to NB I-95' (1) ·
'Clint Moore Road ' (1) ·
'CR-4139 ' (1) ·
'Esplanade Avenue ' (1) ·
'Indian Lake Road ' (1) ·
'Main Trail ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-520 WB ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'Trailwood Drive ' (1) ·
'US-192 EB ' (1) ·
'WB SR704 to SB I95' (1) ·
'Wilden Road ' (1) ·
Overpass Ramp (1)
700061 (1) ·
700181 (1) ·
700218 (1) ·
704085 (1) ·
704086 (1) ·
790212 (1) ·
790801 (1) ·
796000 (1) ·
796413 (1) ·
796414 (1) ·
930202 (1) ·
930469 (1) ·
930485 (1) ·
930493 (1) ·
930494 (1) ·
931011 (1)
'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'CR-4139 over I-4 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'North of Belvedere Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-192 EB - Indian River ' (1) ·
0.7 Mile N of SR-528 (1)
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 16 results in range #1 to #16.
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