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.
'Australian Ave and Canal' (1) ·
'Berrys Canal ' (1) ·
'C-51 Canal ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Worth Relief ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'WPB CANAL C-51 ' (1)
'Blue Heron Blvd ' (1) ·
'Central Blvd ' (1) ·
'CR708 125.4 ' (1) ·
'Haverhill Rd ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SUMMIT BLVD ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
700079 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790217 (1) ·
890119 (1) ·
930379 (1) ·
930392 (1) ·
930480 (1) ·
930545 (1) ·
934201 (1) ·
934295 (1) ·
940049 (1) ·
940082 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'500FT WEST OF I-95 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-A1A East of ICWW ' (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)
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 16 results in range #1 to #16.
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