Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
None (1) ·
35550 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
Ocean Ridge (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
South Daytona (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Melbourne (1) ·
West Palm Beach (1)
'BOYNTON CANAL C-16 ' (1) ·
'CANAL E-1 ' (1) ·
'COLLIER WATERWAY ' (1) ·
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 Canal ' (1) ·
'Halifax Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'KELLER CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'Nova Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Zoo Trail (1)
Facility 007:
Number 008:
.1 Mi E of I-95 (1) ·
'.21 E of Minton Rd. ' (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
Longitude 017:
1040 (1) ·
1200 (1) ·
1227 (1) ·
13500 (1) ·
14600 (1) ·
1550 (1) ·
160 (1) ·
1600 (1) ·
1750 (1) ·
18500 (1) ·
200 (1) ·
2150 (1) ·
2302 (1) ·
25000 (1) ·
2700 (1) ·
28000 (1) ·
2900 (1) ·
300 (1) ·
3000 (1) ·
324 (1) ·
34500 (1) ·
3600 (1) ·
3800 (1) ·
40000 (1) ·
4200 (1) ·
4320 (1) ·
46000 (1) ·
47500 (1) ·
50 (1) ·
500 (1) ·
55500 (1) ·
607 (1) ·
6700 (1) ·
7850 (1) ·
800 (1) ·
8100 (1) ·
9382 (1) ·
9500 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
1000 (1) ·
114000 (1) ·
11625 (1) ·
14054 (1) ·
1419 (1) ·
1500 (1) ·
16136 (1) ·
1735 (1) ·
1800 (1) ·
192 (1) ·
2000 (1) ·
23422 (1) ·
25331 (1) ·
2603 (1) ·
27884 (1) ·
3036 (1) ·
3994 (1) ·
43375 (1) ·
4685 (1) ·
48580 (1) ·
50 (1) ·
500 (1) ·
5032 (1) ·
5184 (1) ·
5205 (1) ·
521 (1) ·
59858 (1) ·
600 (1) ·
6246 (1) ·
6593 (1) ·
69400 (1) ·
704 (1) ·
7287 (1) ·
79810 (1) ·
82412 (1) ·
960 (1) ·
96292 (1) ·
9812 (1)
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