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:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'El Rio Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SALERNO CREEK ' (1) ·
'SLOUGH ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'53rd Street ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CYPRESS WAY ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB Martin Downs Bd' (1) ·
'I-95 (SR 9) ' (1) ·
'INDIANTOWN RD. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MAPP ROAD ' (1) ·
'McClure Road ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'Spanish River Blvd' (1) ·
'SW 15TH AVE ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tomoka Farms Rd ' (1) ·
'US98/441 SR15/700 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB Martin Downs Bd' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
'YAMATO RD ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
0 (1) ·
100 (1) ·
1000 (1) ·
101 (1) ·
12000 (1) ·
14878 (1) ·
153 (1) ·
16297 (1) ·
17200 (1) ·
18700 (1) ·
20500 (1) ·
213000 (1) ·
21500 (1) ·
2300 (1) ·
2500 (1) ·
25000 (1) ·
27233 (1) ·
3000 (1) ·
32500 (1) ·
400 (1) ·
416 (1) ·
44000 (1) ·
4780 (1) ·
5500 (1) ·
600 (1) ·
6000 (1) ·
6124 (1) ·
6363 (1) ·
6600 (1) ·
6818 (1) ·
7800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
1000 (1) ·
1041 (1) ·
10410 (1) ·
10625 (1) ·
11451 (1) ·
11625 (1) ·
13533 (1) ·
1562 (1) ·
200 (1) ·
20820 (1) ·
208200 (1) ·
25813 (1) ·
265 (1) ·
28050 (1) ·
28275 (1) ·
29842 (1) ·
32445 (1) ·
35568 (1) ·
369555 (1) ·
37303 (1) ·
3750 (1) ·
3990 (1) ·
4337 (1) ·
43375 (1) ·
47249 (1) ·
51387 (1) ·
694 (1) ·
7200 (1) ·
76340 (1) ·
7636 (1) ·
8293 (1) ·
9543 (1)
Clearance 116:
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