Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'C-3 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL L-30 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-2W CANAL ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lake Ida Road ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L30 Canal ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'AUDUBON BLVD. ' (1) ·
'BARWICK RD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Hagen Ranch Road ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'ISLAND DRIVE ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Ida Road ' (1) ·
'Linton Blvd. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'OLD DIXIE HWY ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'West Atlantic Ave.' (1) ·
SR-46 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
101000 (1) ·
101541 (1) ·
104500 (1) ·
1200 (1) ·
12533 (1) ·
14200 (1) ·
195661 (1) ·
2000 (1) ·
203082 (1) ·
20500 (1) ·
21000 (1) ·
24000 (1) ·
25000 (1) ·
25170 (1) ·
2700 (1) ·
29000 (1) ·
3000 (1) ·
3200 (1) ·
33000 (1) ·
34000 (1) ·
40500 (1) ·
43500 (1) ·
5900 (1) ·
6124 (1) ·
6900 (1) ·
7300 (1) ·
8100 (1) ·
8368 (1) ·
8900 (1) ·
90900 (1) ·
98900 (1) ·
9900 (1)
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 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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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:
10042 (1) ·
10236 (1) ·
10625 (1) ·
11971 (1) ·
11972 (1) ·
121 (1) ·
12666 (1) ·
14054 (1) ·
15040 (1) ·
15441 (1) ·
157712 (1) ·
171592 (1) ·
17176 (1) ·
174 (1) ·
175235 (1) ·
176174 (1) ·
181308 (1) ·
2082 (1) ·
24637 (1) ·
26400 (1) ·
3000 (1) ·
31462 (1) ·
339472 (1) ·
352347 (1) ·
3600 (1) ·
36435 (1) ·
41640 (1) ·
43375 (1) ·
46846 (1) ·
50315 (1) ·
5552 (1) ·
57255 (1) ·
58990 (1) ·
70268 (1) ·
75472 (1)
Clearance 116:
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