Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'90th Ave. ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-52 Canal ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'L-78 Borrow Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'North Relief Canal ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Padgett Branch Marsh ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'Sebastian Inlet ' (1) ·
'South Relief Canal ' (1) ·
'SR 60 ' (1) ·
'St. John's Marsh ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'33rd Street ' (1) ·
'34th Avenue ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'66th Avenue ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'Bay Drive ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR605 Old Dixie ' (1) ·
'FLEMING STREET ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'River Drive ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-A1A ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 (SR-5) SB ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
0 (1) ·
1000 (1) ·
101 (1) ·
10585 (1) ·
14250 (1) ·
150 (1) ·
16500 (1) ·
1700 (1) ·
17200 (1) ·
18400 (1) ·
2050 (1) ·
2900 (1) ·
3000 (1) ·
3023 (1) ·
3087 (1) ·
3100 (1) ·
3600 (1) ·
4000 (1) ·
4100 (1) ·
428 (1) ·
43500 (1) ·
480 (1) ·
55 (1) ·
5500 (1) ·
5760 (1) ·
600 (1) ·
6174 (1) ·
7473 (1) ·
8400 (1) ·
910 (1) ·
950 (1) ·
9500 (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 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:
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:
1000 (1) ·
10712 (1) ·
1092 (1) ·
114000 (1) ·
11520 (1) ·
126 (1) ·
12966 (1) ·
14748 (1) ·
150 (1) ·
1647 (1) ·
175 (1) ·
18365 (1) ·
200 (1) ·
2020 (1) ·
22080 (1) ·
24724 (1) ·
28628 (1) ·
2950 (1) ·
29842 (1) ·
3556 (1) ·
5031 (1) ·
5205 (1) ·
5240 (1) ·
535 (1) ·
5356 (1) ·
5378 (1) ·
580 (1) ·
6000 (1) ·
6246 (1) ·
7118 (1) ·
75473 (1) ·
87 (1) ·
900 (1) ·
9543 (1)
Clearance 116:
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