Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
'BELCHER C-25 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'E-1 Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Konomac Canal ' (1) ·
'L-6 Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'S. Fork St. Lucie River ' (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-76 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St. Lucie Canal ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'Briar Creek Blvd. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'Fort Florida Road ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'Indiantown Rd. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-472 WB ' (1) ·
'SR-76 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-807 Congress Av' (1) ·
'US-1 NB ' (1) ·
'Volco Road ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
705500 (1) ·
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'.25 mi East of I-95 ' (1) ·
'.25mi W OF I-95 ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'At S Military Trail ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'South of Ramp to SR 706 ' (1) ·
'South of St Lucie Canal ' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'US-1 NB - Tomoka River ' (1)
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9800 (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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898 (1) ·
91351 (1)
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