Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL C-108 ' (1) ·
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'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'Donald Ross Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'TEN MILE CREEK ' (1) ·
'W. Relief Indian River ' (1)
'COLUMBUS DR. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'DARWIN BLVD ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'GETTYSBURG DR ' (1) ·
'GORDY ROAD ' (1) ·
'GRANDVIEW WAY ' (1) ·
'Hood Road ' (1) ·
'Indiantown Rd. ' (1) ·
'JEANNE AVE ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'KESTOR DR ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'PAAR DR ' (1) ·
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'PORT ST LUCIE BLVD' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'S. VERDE TRAIL ' (1) ·
'SAVAGE BLVD. ' (1) ·
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'SB I 95 SR9 ' (1) ·
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'SB I-95 ( SR-9 ) ' (1) ·
'UNDALLO RD ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
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'.5 mi East of I-95 ' (1) ·
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'1.4MI NORTH OF US-1 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
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'I-95 / Donald Ross Rd ' (1) ·
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'Jupiter Interchange/I-95 ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
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80901477 (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 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)
Showing below up to 32 results in range #1 to #32.
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