Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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 Relief East' (1) ·
'BESSEY CREEK ' (1) ·
'CANAL E-4 ' (1) ·
'CR-515 & Indian River ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FECRR ' (1) ·
'Gabordy's Canal ' (1) ·
'Gatlin Blvd ' (1) ·
'I 95 and SR 704 ' (1) ·
'Indian River ' (1) ·
'JOANN CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'St. Lucie Canal ' (1) ·
'Tomoka River ' (1) ·
'US-17/92 ' (1)
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-717 ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB Martin Downs Bd' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Daytona Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Riverside Drive ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-472 ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
'0.1Mi W of Marsh Road ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'200ft. S of 10th Street ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR 520 EB - Indian River ' (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-415 - Lake Ashby Canal' (1) ·
'SR-472 over US-17/92 ' (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 - FECRR ' (1)
Latitude 016:
Longitude 017:
101 (1) ·
11500 (1) ·
11700 (1) ·
1260 (1) ·
134 (1) ·
15800 (1) ·
19500 (1) ·
20300 (1) ·
20500 (1) ·
21000 (1) ·
23000 (1) ·
24000 (1) ·
24317 (1) ·
250 (1) ·
25000 (1) ·
25250 (1) ·
25474 (1) ·
35500 (1) ·
3820 (1) ·
38750 (1) ·
40 (1) ·
400 (1) ·
44400 (1) ·
46600 (1) ·
50500 (1) ·
5900 (1) ·
68700 (1) ·
6960 (1) ·
7400 (1) ·
8250 (1) ·
936 (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) ·
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) ·
1124 (1) ·
119194 (1) ·
121 (1) ·
12839 (1) ·
14314 (1) ·
19952 (1) ·
200 (1) ·
20300 (1) ·
2186 (1) ·
232 (1) ·
27413 (1) ·
300 (1) ·
33832 (1) ·
35220 (1) ·
35568 (1) ·
36435 (1) ·
39905 (1) ·
41640 (1) ·
42189 (1) ·
43375 (1) ·
43809 (1) ·
44197 (1) ·
4622 (1) ·
60 (1) ·
61592 (1) ·
67231 (1) ·
694 (1) ·
77034 (1) ·
80851 (1) ·
8352 (1) ·
87618 (1)
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