Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 CANAL ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'SR-442 ' (1) ·
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'W.P.B. Canal (C-51) ' (1) ·
I-95 (1) ·
Sottile Canal (1)
'AUDUBON BLVD. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-4118 ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
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'JORGENSEN RD ' (1) ·
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'SANDALFOOT BLVD WB' (1) ·
'SELVITZ RD. ' (1) ·
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'SR-520 EB ' (1) ·
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Grant Rd. (1) ·
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'.75 miles South of SR-882' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
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'0.2MI N OF NW BAYSHORE BL' (1) ·
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'0.9 M E OF US-1 ON CR-708' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.7Mi. N of SR-44 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At US-441/SR-7 ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 NB - SR-44 ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'I-95 SB - SR-44 ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1) ·
I-95 NB - Sottile Canal (1) ·
I-95 NB and CR-5A (1) ·
Valkaria Road and I-95 (1)
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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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
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