Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
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Use the filters below to narrow your results.
'Banana River ' (1) ·
'CANAL ' (1) ·
'Danforth Creek ' (1) ·
'E-2W CANAL ' (1) ·
'Habitat Connectivity ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'Indian River ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LIPTOG CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'St. Johns River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Turnbull Creek ' (1)
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
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'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
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'VILLAGE BLVD (NB) ' (1) ·
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937361 (1) ·
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937711 (1)
'0.25 MI N OF ATLANTIC AVE' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'US-1 SB - Turnbull Creek ' (1)
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27102072 (1) ·
28212632 (1) ·
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28221009 (1) ·
28240920 (1) ·
28491498 (1) ·
29010271 (1) ·
29153158 (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 21 results in range #1 to #21.
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