Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory
& Future Year 115:
2039
Use the filters below to narrow your results.
15129 (1) ·
15140 (1) ·
15149 (1) ·
15163 (1) ·
15168 (1) ·
15169 (1) ·
15170 (1) ·
15171 (1) ·
15179 (1) ·
15181 (1) ·
15189 (1) ·
15227 (1) ·
15581 (1) ·
15594 (1) ·
15667 (1) ·
15852 (1) ·
15950 (1) ·
15951 (1) ·
16014 (1) ·
16020 (1) ·
16021 (1) ·
16022 (1) ·
16109 (1) ·
17855 (1) ·
17861 (1) ·
19369 (1)
'Barge Canal ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1)
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR-717 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E. CAMINO REAL ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'KEEN RD (CR-611) ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR-3 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SW 22ND WAY ' (1)
700072 (1) ·
700201 (1) ·
880018 (1) ·
880049 (1) ·
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930322 (1) ·
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934408 (1) ·
935305 (1) ·
935306 (1) ·
940019 (1) ·
940030 (1) ·
940035 (1) ·
940037 (1) ·
945256 (1)
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI W of US-1 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1)
26202200 (1) ·
26262317 (1) ·
26282666 (1) ·
26294400 (1) ·
26302557 (1) ·
26313736 (1) ·
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27035280 (1) ·
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27431010 (1) ·
27431016 (1) ·
27445555 (1) ·
27453074 (1) ·
27481770 (1) ·
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28242782 (1)
80031431 (1) ·
80034367 (1) ·
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80265381 (1) ·
80274430 (1) ·
80274465 (1) ·
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80285095 (1) ·
80290638 (1) ·
80294169 (1) ·
80294417 (1) ·
80301990 (1) ·
80324598 (1) ·
80422088 (1) ·
80422154 (1) ·
80424695 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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 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)
Showing below up to 26 results in range #1 to #26.
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