Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief East' (1) ·
'Barge Canal ' (1) ·
'CR-515 & Indian River ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'Gatlin Blvd ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'NORTH CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Sawgrass Creek ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-442 ' (1) ·
'SR-513 ' (1) ·
'SR-524 ' (1) ·
'St. Lucie Canal ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
'CONGRESS AVE NB ' (1) ·
'EB Martin Downs Bd' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'I 95 NB SR 9 ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-3 ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'US-1 NB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'US-92 WB ' (1) ·
'WB Spanish River ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-4 WB over I-95 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'US-92 WB-Tomoka River ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
Longitude 017:
11500 (1) ·
12250 (1) ·
14500 (1) ·
16000 (1) ·
17000 (1) ·
1800 (1) ·
18500 (1) ·
19500 (1) ·
20500 (1) ·
21000 (1) ·
22500 (1) ·
23000 (1) ·
23250 (1) ·
24317 (1) ·
25000 (1) ·
25250 (1) ·
25474 (1) ·
35500 (1) ·
38750 (1) ·
4400 (1) ·
50500 (1) ·
5900 (1) ·
6960 (1) ·
8500 (1) ·
85750 (1) ·
8950 (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)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
10236 (1) ·
14748 (1) ·
148776 (1) ·
15528 (1) ·
19952 (1) ·
21254 (1) ·
25158 (1) ·
27760 (1) ·
29495 (1) ·
3123 (1) ·
32098 (1) ·
33832 (1) ·
35568 (1) ·
36435 (1) ·
39038 (1) ·
39905 (1) ·
40339 (1) ·
42189 (1) ·
43375 (1) ·
43809 (1) ·
44197 (1) ·
61592 (1) ·
67231 (1) ·
7634 (1) ·
8352 (1) ·
87618 (1)
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