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)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'City St. & Crane Creek ' (1) ·
'E3 CANAL ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River EastRelief ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Relief ' (1) ·
'Lateral A Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Ten Mile Creek ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'57th Street ' (1) ·
'Becker Rd. ' (1) ·
'Blue Heron Blvd ' (1) ·
'CAMINO REAL ' (1) ·
'Clint Moore Road ' (1) ·
'CR-4009 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'Hanley Rd. S 25th ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Melaleuca Lane ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NW 13 ST ' (1) ·
'Port St. John Pkwy' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'SR-40 ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'US-1 ' (1) ·
'US-192 ' (1)
Number 008:
700006 (1) ·
700199 (1) ·
700235 (1) ·
790132 (1) ·
794193 (1) ·
884065 (1) ·
884093 (1) ·
930202 (1) ·
930269 (1) ·
930285 (1) ·
930339 (1) ·
930409 (1) ·
930545 (1) ·
934139 (1) ·
934361 (1) ·
934499 (1) ·
934960 (1) ·
934964 (1) ·
935215 (1) ·
941001 (1) ·
944016 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1 mile West of US 1 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'City of Jupiter ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-192 - Indian River Rel' (1)
Latitude 016:
26203857 (1) ·
26214151 (1) ·
26241735 (1) ·
26281579 (1) ·
26314407 (1) ·
26322120 (1) ·
26362838 (1) ·
26404695 (1) ·
26465867 (1) ·
26470126 (1) ·
26501410 (1) ·
26565506 (1) ·
27123412 (1) ·
27234060 (1) ·
27380220 (1) ·
27415031 (1) ·
28043878 (1) ·
28051925 (1) ·
28271350 (1) ·
29052660 (1) ·
29171420 (1)
Longitude 017:
80022352 (1) ·
80025351 (1) ·
80035203 (1) ·
80042035 (1) ·
80042314 (1) ·
80052130 (1) ·
80052390 (1) ·
80054960 (1) ·
80065459 (1) ·
80074938 (1) ·
80075060 (1) ·
80120775 (1) ·
80200100 (1) ·
80205980 (1) ·
80264868 (1) ·
80274502 (1) ·
80343718 (1) ·
80360835 (1) ·
80491650 (1) ·
81013690 (1) ·
81030614 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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:
Inspect Date 090: (Click arrow to add another value)
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 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)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
