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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- weblink (123)
Use the filters below to narrow your results.
'Berrys Canal ' (1) ·
'C-24 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'FECRR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
Wickham Road (1)
'CR708 125.4 ' (1) ·
'Haverhill Rd ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
I-95 (1)
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'0.1 MILE WEST OF I-95 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'3MI S of SR-70 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
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'SB I-95 over CR 708 ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
I-95 over Wickham Road (1)
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81232561 (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)
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 21 results in range #1 to #21.
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