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:
County 003:
Place 004:
Direction 005e:
Features 006a:
'E-4 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'GARDEN CANAL ' (1) ·
'L-14 CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'Platt Ranch Access Road ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-68 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'CAMINO REAL ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CYPRESS WAY ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'St. Johns Heritage' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1)
Number 008:
704190 (1) ·
894019 (1) ·
934139 (1) ·
934151 (1) ·
934272 (1) ·
934315 (1) ·
934420 (1) ·
934421 (1) ·
934925 (1) ·
934926 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1) ·
934960 (1) ·
934964 (1) ·
935204 (1) ·
935215 (1) ·
937001 (1) ·
940097 (1) ·
941001 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'2.9 Miles South of US-192' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'Just North of SR70 on I95' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26201757 (1) ·
26203857 (1) ·
26214151 (1) ·
26221050 (1) ·
26221083 (1) ·
26280864 (1) ·
26280868 (1) ·
26281579 (1) ·
26290169 (1) ·
26290244 (1) ·
26290245 (1) ·
26332602 (1) ·
26360954 (1) ·
26401280 (1) ·
26455392 (1) ·
26490539 (1) ·
26501410 (1) ·
26582879 (1) ·
27123412 (1) ·
27264995 (1) ·
28024500 (1)
Longitude 017:
80042035 (1) ·
80050618 (1) ·
80052354 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
80054082 (1) ·
80054091 (1) ·
80054960 (1) ·
80055282 (1) ·
80065459 (1) ·
80072101 (1) ·
80072169 (1) ·
80075060 (1) ·
80081246 (1) ·
80084210 (1) ·
80084953 (1) ·
80101305 (1) ·
80101307 (1) ·
80182538 (1) ·
80200100 (1) ·
80233690 (1) ·
80448000 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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: (Click arrow to add another value)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
