Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'CSX-RR ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 and SR 704 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1)
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'E/B S.R. A1A ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR804 E Ocean Ave.' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-441 SR-15 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB SR - 714 ' (1) ·
'WB SR704 to SB I95' (1)
790132 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790176 (1) ·
790185 (1) ·
790187 (1) ·
790188 (1) ·
890103 (1) ·
890135 (1) ·
890158 (1) ·
890160 (1) ·
930370 (1) ·
930401 (1) ·
930463 (1) ·
930464 (1) ·
930469 (1)
'1 Mile S of Boynton Inlet' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-441 and SR-76 ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (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 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 18 results in range #1 to #18.
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