Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'BRANCH OF C-44 CANAL ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'Bulow Creek ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'Groover Creek ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1)
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'Airport Road ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CR-700 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'FLORIDA MANGO RD ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Highbridge Road ' (1) ·
'JUPITER BEACH RD ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Ashby Road ' (1) ·
'LOCKS ROAD ' (1) ·
'Main Street ' (1) ·
'Malabar Rd ' (1) ·
'MARGINAL RD ' (1) ·
'Maytown Road ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Old Dixie Highway ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Palm Bay Library ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SEMINOLE DR ' (1) ·
'SW THIRD ST ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Walter Boardman Ln' (1)
Number 008:
'0.15 mi East of Bay Drive' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'At US-441/SR-7 ' (1) ·
'INT. OF CR-700 & CR-880 ' (1)
Latitude 016:
Longitude 017:
100 (1) ·
101 (1) ·
10158 (1) ·
10516 (1) ·
1106 (1) ·
1200 (1) ·
1226 (1) ·
1340 (1) ·
1500 (1) ·
160 (1) ·
1711 (1) ·
172 (1) ·
200 (1) ·
2000 (1) ·
22500 (1) ·
23500 (1) ·
250 (1) ·
255 (1) ·
2600 (1) ·
28500 (1) ·
2871 (1) ·
29500 (1) ·
3026 (1) ·
3450 (1) ·
4500 (1) ·
463 (1) ·
4800 (1) ·
5381 (1) ·
6000 (1) ·
6100 (1) ·
8368 (1) ·
883 (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)
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 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)
10042 (1) ·
10410 (1) ·
10583 (1) ·
1068 (1) ·
12291 (1) ·
126 (1) ·
13145 (1) ·
1324 (1) ·
1417 (1) ·
1603 (1) ·
174 (1) ·
1800 (1) ·
192 (1) ·
2000 (1) ·
2070 (1) ·
208 (1) ·
2500 (1) ·
300 (1) ·
3318 (1) ·
39037 (1) ·
39038 (1) ·
40772 (1) ·
450 (1) ·
4511 (1) ·
4858 (1) ·
49447 (1) ·
511825 (1) ·
5205 (1) ·
560 (1) ·
6017 (1) ·
6073 (1) ·
6511 (1) ·
7114 (1)
Showing below up to 41 results in range #1 to #41.
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