Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway 
& Substructure 060:
Satisfactory
& Inspect Date 090:
06-16
& Substructure 060:
Satisfactory
& Inspect Date 090:
06-16 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
54175 (1) ·
74625 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Highland Beach (1) ·
Melbourne (1) ·
North Palm Beach village (1) ·
Ormond Beach (1) ·
Palm Shores (1) ·
Palm Springs village (1) ·
Sebastian (1) ·
Stuart (1) ·
Vero Beach (1) ·
Wellington village (1)
Route 005d:
Direction 005e:
Features 006a:
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'COLLIER CREEK ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'E-1 Canal ' (1) ·
'Earman River (C-17) ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'Elbow Creek ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'HAULOVER CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River ' (1) ·
'Indian River West Relief' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Main Canal ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Johns River ' (1) ·
'St. Lucie River ' (1) ·
'Tomoka River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BRITT RD ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'COUNTY LINE RD ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'EB SR-710 ' (1) ·
'FLEMING STREET ' (1) ·
'Forest Hill Blvd. ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-528 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
121 (1) ·
13300 (1) ·
134 (1) ·
1500 (1) ·
15250 (1) ·
2050 (1) ·
20500 (1) ·
21300 (1) ·
22200 (1) ·
23000 (1) ·
26500 (1) ·
2850 (1) ·
29000 (1) ·
3100 (1) ·
31000 (1) ·
33000 (1) ·
34500 (1) ·
35500 (1) ·
39500 (1) ·
416 (1) ·
4200 (1) ·
44400 (1) ·
46500 (1) ·
4800 (1) ·
500 (1) ·
52000 (1) ·
5500 (1) ·
5900 (1) ·
675 (1) ·
7150 (1) ·
9100 (1) ·
936 (1) ·
960 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Future 114:
None (1) ·
10236 (1) ·
1124 (1) ·
121 (1) ·
12405 (1) ·
15788 (1) ·
1665 (1) ·
180 (1) ·
200 (1) ·
2020 (1) ·
23076 (1) ·
232 (1) ·
240 (1) ·
2603 (1) ·
26400 (1) ·
26459 (1) ·
3500 (1) ·
3556 (1) ·
36956 (1) ·
38517 (1) ·
39905 (1) ·
4338 (1) ·
45978 (1) ·
50315 (1) ·
53785 (1) ·
57255 (1) ·
59858 (1) ·
600 (1) ·
61592 (1) ·
68532 (1) ·
694 (1) ·
6940 (1) ·
77034 (1) ·
80678 (1) ·
8328 (1) ·
90220 (1) ·
9543 (1)
Clearance 116:
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