Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12122 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'F.E.C. Railroad ' (1) ·
'I-95 ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'SR-3 ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Aviation Ave. ' (1) ·
'Babcock St(CR-507)' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CR-516 ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Emerson Drive ' (1) ·
'Jupiter Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'Malabar Rd ' (1) ·
'Minton Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'Palm Bay Library ' (1) ·
'Patti Drive ' (1) ·
'Port Malabar Bl EB' (1) ·
'Richland Ave ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SR-404 EB ' (1) ·
'SR-507 NB ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'Sykes Creek Pkwy ' (1)
Number 008:
700017 (1) ·
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705953 (1)
Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Babcock Street over I-95 ' (1) ·
'CR-516 over I-95 ' (1) ·
'Minton Road-I-95 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1)
Latitude 016:
27581117 (1) ·
27583729 (1) ·
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Longitude 017:
80353497 (1) ·
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80425652 (1)
Owner 022:
Built 027:
Traffic 029:
11321 (1) ·
12200 (1) ·
12250 (1) ·
1226 (1) ·
1227 (1) ·
12304 (1) ·
1394 (1) ·
16747 (1) ·
17250 (1) ·
1810 (1) ·
19500 (1) ·
21000 (1) ·
25500 (1) ·
26500 (1) ·
322 (1) ·
3767 (1) ·
439 (1) ·
4689 (1) ·
50000 (1) ·
5975 (1) ·
6062 (1) ·
6193 (1) ·
6298 (1) ·
6724 (1) ·
716 (1) ·
7896 (1) ·
8929 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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)
Culvert 062:
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) ·
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:
10319 (1) ·
11174 (1) ·
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1417 (1) ·
1419 (1) ·
1612 (1) ·
19426 (1) ·
2091 (1) ·
21167 (1) ·
21254 (1) ·
21347 (1) ·
29929 (1) ·
33832 (1) ·
36435 (1) ·
373 (1) ·
44243 (1) ·
45978 (1) ·
508 (1) ·
5420 (1) ·
6408 (1) ·
6812 (1) ·
7032 (1) ·
7157 (1) ·
7279 (1) ·
7800 (1) ·
828 (1) ·
86750 (1) ·
9128 (1)
Clearance 116:
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