Drilldown: bridge data
From Indian River Lagoon Project
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16019 (1) ·
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'Angle Rd - Belcher Canal' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-104 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'CANAL L-20 ' (1) ·
'CR 709 & FECRR ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'ICWW ' (1) ·
'N Fork St. Lucie River ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'TAYLOR CREEK ' (1) ·
'Ten Mile Creek ' (1)
'COLUMBUS DR. ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'DARWIN BLVD ' (1) ·
'GETTYSBURG DR ' (1) ·
'GLADES CUTOFF ' (1) ·
'JEANNE AVE ' (1) ·
'KESTOR DR ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PICOS RD 154.90 ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Port St. Lucie Bld' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'UNDALLO RD ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR 70 ' (1) ·
'WB SR-70 ' (1)
940029 (1) ·
940053 (1) ·
940055 (1) ·
940057 (1) ·
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945269 (1)
'.75 Mile South Midway Rd.' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2mi. East of SR-91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
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80333288 (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) ·
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 38 results in range #1 to #38.
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