Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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ObjectID:
None (1) ·
35550 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Greenacres City (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
Ocean Ridge (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Palm Beach (1)
'BOYNTON CANAL C-16 ' (1) ·
'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'COLLIER WATERWAY ' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Goat Creek ' (1) ·
'Hillsboro Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'KELLER CANAL ' (1) ·
'Kings Road ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Facility 007:
Number 008:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.5 MI WEST OF SR-809 ' (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) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.0 Mi E of Nob Hill Road' (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) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.9 Mi East of SR-528 ' (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 BOCA RATON INTERCHANGE' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Lake Worth Rd at FL Trnpk' (1)
Latitude 016:
Longitude 017:
100 (1) ·
1040 (1) ·
10500 (1) ·
1051 (1) ·
1052 (1) ·
1200 (1) ·
1227 (1) ·
13300 (1) ·
1390 (1) ·
14600 (1) ·
1550 (1) ·
160 (1) ·
1600 (1) ·
1750 (1) ·
200 (1) ·
2150 (1) ·
2302 (1) ·
2700 (1) ·
274 (1) ·
28000 (1) ·
2900 (1) ·
3025 (1) ·
324 (1) ·
3400 (1) ·
34500 (1) ·
3600 (1) ·
3800 (1) ·
40000 (1) ·
40250 (1) ·
4200 (1) ·
46000 (1) ·
47500 (1) ·
5 (1) ·
500 (1) ·
55500 (1) ·
7850 (1) ·
800 (1) ·
8100 (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)
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) ·
120 (1) ·
1272 (1) ·
14054 (1) ·
1419 (1) ·
1500 (1) ·
1735 (1) ·
1737 (1) ·
1800 (1) ·
18218 (1) ·
192 (1) ·
2000 (1) ·
23076 (1) ·
25331 (1) ·
2603 (1) ·
3036 (1) ·
317 (1) ·
3994 (1) ·
4685 (1) ·
48580 (1) ·
5032 (1) ·
5205 (1) ·
521 (1) ·
5899 (1) ·
59858 (1) ·
600 (1) ·
6246 (1) ·
6593 (1) ·
69400 (1) ·
69834 (1) ·
7287 (1) ·
79810 (1) ·
82412 (1) ·
9 (1) ·
960 (1) ·
96292 (1) ·
9812 (1)
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