Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'C-17 Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Cypress Creek ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Gatlin Blvd ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Lantana Road ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'North Lake ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'Sottile Canal ' (1) ·
'SR 70 ' (1) ·
'SR-404 ' (1) ·
'SR-406 ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'SR-50 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Ten Mile Creek ' (1) ·
'US-1 ' (1) ·
'US-92 ' (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'DUDA ROAD ' (1) ·
'EB Blue Heron Blvd' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB North Lake Blvd' (1) ·
'EB PGA Blvd. ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LANTANA ROAD WB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'S. VERDE TRAIL ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-407 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'US-1 SB ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB PGA Blvd. ' (1) ·
I-95 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1955 (1) ·
1959 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
1967 (1) ·
1969 (1) ·
1971 (1) ·
1972 (1) ·
1973 (1) ·
1975 (1) ·
1976 (1) ·
1978 (1) ·
1979 (1) ·
1981 (1) ·
1982 (1) ·
1984 (1) ·
1986 (1) ·
1987 (1) ·
1988 (1) ·
1989 (1) ·
1991 (1) ·
1993 (1) ·
1994 (1) ·
1996 (1) ·
1997 (1)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
12000 (1) ·
13250 (1) ·
16340 (1) ·
17500 (1) ·
18000 (1) ·
18250 (1) ·
18500 (1) ·
19000 (1) ·
20000 (1) ·
20150 (1) ·
20327 (1) ·
21382 (1) ·
21500 (1) ·
23250 (1) ·
24000 (1) ·
24750 (1) ·
27000 (1) ·
28500 (1) ·
32250 (1) ·
33250 (1) ·
3400 (1) ·
35500 (1) ·
37250 (1) ·
38000 (1) ·
38750 (1) ·
39500 (1) ·
40250 (1) ·
4050 (1) ·
40500 (1) ·
500 (1) ·
55500 (1) ·
7100 (1) ·
8000 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
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:
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) ·
Bridge not over waterway. (1)
Future 114:
10000 (1) ·
12318 (1) ·
20820 (1) ·
22989 (1) ·
28350 (1) ·
30362 (1) ·
31230 (1) ·
31664 (1) ·
32098 (1) ·
32400 (1) ·
32965 (1) ·
34700 (1) ·
34960 (1) ·
35268 (1) ·
37098 (1) ·
37302 (1) ·
37303 (1) ·
40339 (1) ·
41640 (1) ·
42941 (1) ·
49448 (1) ·
5062 (1) ·
55954 (1) ·
57689 (1) ·
5899 (1) ·
600 (1) ·
61593 (1) ·
64629 (1) ·
65930 (1) ·
67231 (1) ·
68533 (1) ·
69834 (1) ·
70268 (1) ·
96292 (1)
Clearance 116:
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