Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway - Pedestrian
& Deck 058:
Satisfactory
& Inspect Date 090:
03-17
Use the filters below to narrow your results.
ObjectID:
None (1) ·
74625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Cape Canaveral (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Indian Harbour Beach (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Lantana (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Ormond Beach (1) ·
Palm Beach (1) ·
Port Orange (1) ·
Riviera Beach (1) ·
South Daytona (1) ·
Stuart (1)
'Barge Canal ' (1) ·
'Boca Inlet ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'Conners Canal ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Elbow Creek ' (1) ·
'FEC Railroad ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Worth Tide Relief' (1) ·
'Loxahatchee River ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Reed Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'St. Johns River ' (1) ·
'St. Lucie River ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'WPB CANAL C-51 ' (1) ·
Indian River ICW (1)
'A1A ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'Center Avenue ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR A1A ' (1) ·
'SR-3 ' (1) ·
'SR-40 WB ' (1) ·
'SR-401 NB ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-518 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SUMMIT BLVD ' (1) ·
'US-1 ' (1) ·
'US-92 WB ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 802 Lake Ave' (1) ·
SR-518 (1)
Number 008:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Intersection w LPGA BL' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'City of Jupiter ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Lake Ave / ICWW ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
SR-518 over Indian River (1)
Latitude 016:
Longitude 017:
101 (1) ·
10200 (1) ·
11000 (1) ·
11100 (1) ·
13300 (1) ·
13400 (1) ·
13888 (1) ·
1401 (1) ·
14500 (1) ·
15250 (1) ·
15300 (1) ·
16000 (1) ·
20500 (1) ·
22500 (1) ·
26500 (1) ·
283 (1) ·
30000 (1) ·
30500 (1) ·
35500 (1) ·
39000 (1) ·
4050 (1) ·
43000 (1) ·
46500 (1) ·
500 (1) ·
52000 (1) ·
5900 (1) ·
6363 (1) ·
7350 (1) ·
8187 (1) ·
8950 (1) ·
9100 (1) ·
9200 (1) ·
9700 (1)
11 (1) ·
110 (1) ·
111 (1) ·
14 (1) ·
148 (1) ·
153 (1) ·
165 (1) ·
17 (1) ·
18 (1) ·
214 (1) ·
229 (1) ·
32 (1) ·
350 (1) ·
372 (1) ·
375 (1) ·
38 (1) ·
39 (1) ·
397 (1) ·
412 (1) ·
42 (1) ·
424 (1) ·
477 (1) ·
56 (1) ·
602 (1) ·
610 (1) ·
68 (1) ·
69 (1) ·
746 (1) ·
78 (1) ·
82 (1) ·
884 (1) ·
90 (1) ·
91 (1) ·
96 (1) ·
98 (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 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)
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342 (1) ·
39038 (1) ·
45978 (1) ·
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600 (1) ·
61592 (1) ·
67665 (1) ·
74605 (1) ·
7636 (1) ·
80678 (1) ·
90220 (1) ·
9906 (1)
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