Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
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Use the filters below to narrow your results.
ObjectID:
'C-15 Canal ' (1) ·
'C-3 Canal ' (1) ·
'CANAL L-30 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR-5A ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-507 ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'Turkey Creek ' (1) ·
Horse Creek (1) ·
Lake Washington Road (1)
'Atlantic Avenue ' (1) ·
'AUDUBON BLVD. ' (1) ·
'BARWICK RD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Dubber Road ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'Fountainhead Blvd.' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Hagen Ranch Road ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Ida Road ' (1) ·
'Linton Blvd. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'OLD DIXIE HWY ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-507 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'US-1 ' (1) ·
'West Atlantic Ave.' (1) ·
I-95 SB (1) ·
US-1 (1)
Number 008:
Location 009:
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2000 (1) ·
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3000 (1) ·
3012 (1) ·
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40500 (1) ·
41250 (1) ·
42500 (1) ·
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8368 (1) ·
8900 (1) ·
98900 (1) ·
9900 (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 condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (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 by assessment, 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) ·
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)
10042 (1) ·
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121 (1) ·
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3000 (1) ·
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46845 (1) ·
46846 (1) ·
57255 (1) ·
58990 (1) ·
70268 (1) ·
71569 (1) ·
73738 (1) ·
75472 (1)
Showing below up to 40 results in range #1 to #40.
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