Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
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'Dirksen Drive ' (1) ·
'E-1-E CANAL ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
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'JONES CREEK ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
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'Military Trail & CSX RR ' (1) ·
'Padgett Creek ' (1) ·
'SIMS CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'SR-524 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St Lucie River / SR-707 ' (1) ·
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'US-1 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
'WB SR 80 ' (1)
'10TH AVE. NORTH ' (1) ·
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'1st St SW ' (1) ·
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'CR-612 8th Street ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
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'0.2MI WEST OF OF A1A ' (1) ·
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'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'800 ft West of I 95 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
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'I-4EB-US-17-92 St Johns R' (1) ·
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'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'Turnpike at Stuart exit. ' (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) ·
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 34 results in range #1 to #34.
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