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.
'Australian Ave. ' (1) ·
'Belvede to NB I-95' (1) ·
'Clint Moore Road ' (1) ·
'Congress Avenue ' (1) ·
'CR-4139 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 Ramp ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'WB SR704 to SB I95' (1)
700061 (1) ·
700110 (1) ·
700137 (1) ·
790023 (1) ·
790148 (1) ·
790212 (1) ·
930202 (1) ·
930469 (1) ·
930485 (1) ·
930488 (1) ·
930489 (1) ·
930493 (1) ·
930494 (1) ·
930525 (1) ·
930527 (1) ·
930528 (1) ·
930529 (1)
'0.25 mi N of Belvedere Rd' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'2 miles west of Turnpike ' (1) ·
'Between SR704 and 12th St' (1) ·
'CR-4139 over I-4 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'North of Belvedere Rd ' (1) ·
'North of P. Beach Airport' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-A1A over Halifax River' (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 17 results in range #1 to #17.
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