Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
58725 (1) ·
74625 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Hypoluxo (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Malabar (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
Stuart (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CLEAR LAKE ' (1) ·
'COLLIER CREEK ' (1) ·
'CR-515 & Indian River ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Jupiter Creek ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'POPPELTON CREEK ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 70 ' (1) ·
'SR-3 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'WARNER CREEK ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'CR-92 WB ' (1) ·
'CR714 PALM CITY RD' (1) ·
'DIXIE HIGHWAY ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Martin Downs Bd' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'FLORESTA DR ' (1) ·
'FLYING COW ROAD ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD SB ' (1) ·
'LINTON BLVD. ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'Sea Ray Drive ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'WB Martin Downs Bd' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
SR-507 SB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
11300 (1) ·
1202 (1) ·
12250 (1) ·
12304 (1) ·
13300 (1) ·
15500 (1) ·
15813 (1) ·
17250 (1) ·
17300 (1) ·
1810 (1) ·
19500 (1) ·
2000 (1) ·
20000 (1) ·
20150 (1) ·
2050 (1) ·
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22500 (1) ·
25000 (1) ·
25474 (1) ·
28500 (1) ·
29250 (1) ·
29500 (1) ·
32750 (1) ·
33000 (1) ·
34000 (1) ·
48500 (1) ·
6000 (1) ·
6400 (1) ·
6540 (1) ·
716 (1) ·
7600 (1) ·
7630 (1) ·
978 (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1)
Culvert 062: (Click arrow to add another value)
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) ·
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
1174 (1) ·
12000 (1) ·
13186 (1) ·
13238 (1) ·
1390 (1) ·
19134 (1) ·
19606 (1) ·
2091 (1) ·
21254 (1) ·
21347 (1) ·
23076 (1) ·
26893 (1) ·
29929 (1) ·
3000 (1) ·
30015 (1) ·
33832 (1) ·
34700 (1) ·
34960 (1) ·
3556 (1) ·
35568 (1) ·
39037 (1) ·
39038 (1) ·
43375 (1) ·
44197 (1) ·
49447 (1) ·
50749 (1) ·
51182 (1) ·
56821 (1) ·
57255 (1) ·
58990 (1) ·
7000 (1) ·
7200 (1) ·
8175 (1) ·
828 (1) ·
84148 (1)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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