Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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ObjectID:
County 003:
Place 004:
None (1) ·
58725 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Daytona Beach (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Jupiter Inlet Colony (1) ·
Jupiter Island (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Stuart (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL-1 ' (1) ·
'EL RIO CANAL ' (1) ·
'Gabordy's Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Halifax River ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'L-5 Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sweetwater Branch ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'TAYLOR CREEK ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'4TH STREET ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CAMINO REAL ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CYPRESS WAY ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Girard Blvd. ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'ISLAND WAY ' (1) ·
'Jackson Street ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'Magnolia Avenue ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'NW 20TH ST WB ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'Port St. Lucie Bld' (1) ·
'Riverside Drive ' (1) ·
'SR-421 ' (1) ·
'SR-507 NB ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Rd ' (1) ·
'Taylor Road ' (1) ·
'TROON DR ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-92 EB ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1040 (1) ·
10585 (1) ·
1086 (1) ·
1200 (1) ·
12000 (1) ·
121 (1) ·
12100 (1) ·
16000 (1) ·
16250 (1) ·
17250 (1) ·
1950 (1) ·
200 (1) ·
2000 (1) ·
2300 (1) ·
23500 (1) ·
23750 (1) ·
2401 (1) ·
26500 (1) ·
280 (1) ·
28500 (1) ·
300 (1) ·
3160 (1) ·
3550 (1) ·
38000 (1) ·
3820 (1) ·
4 (1) ·
4200 (1) ·
43000 (1) ·
607 (1) ·
6363 (1) ·
6493 (1) ·
7062 (1) ·
7700 (1) ·
8758 (1) ·
9100 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
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)
Future 114:
Clearance 116:
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