Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
None (1) ·
24350 (1) ·
30975 (1) ·
54175 (1) ·
77275 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Indian Harbour Beach (1) ·
Juno Beach (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Micco (1) ·
Ormond Beach (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
South Bay (1) ·
Tequesta village (1) ·
West Palm Beach (1)
'B-19 Canal / Trib 1 ' (1) ·
'Banana River ' (1) ·
'Belvedere Road ' (1) ·
'Cambridge Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Creek ' (1) ·
'Donald Ross Road ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Intracoastal Waterway ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Little Haw Creek ' (1) ·
'Misner Branch ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SR-68 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
George King Blvd (1)
Facility 007:
Number 008:
'.15 mi W of Fleming Grant' (1) ·
'.25m W of US-1 on US-98 ' (1) ·
'.2mi East of US-27 ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'At East Canal St. ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'Just North of SR70 on I95' (1) ·
'Lake Ave. / ICWW ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 SB over FECRR ' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
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477 (1) ·
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82 (1) ·
838 (1) ·
92 (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 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)
None (1) ·
10042 (1) ·
123619 (1) ·
12752 (1) ·
13200 (1) ·
14748 (1) ·
15000 (1) ·
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24637 (1) ·
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28801 (1) ·
29 (1) ·
2970 (1) ·
3123 (1) ·
32618 (1) ·
34700 (1) ·
34960 (1) ·
3505 (1) ·
36435 (1) ·
38517 (1) ·
3994 (1) ·
400 (1) ·
40772 (1) ·
47280 (1) ·
500 (1) ·
50848 (1) ·
60 (1) ·
69920 (1) ·
7008 (1) ·
80851 (1) ·
9 (1)
Showing below up to 41 results in range #1 to #41.
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