Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
None (1) ·
54175 (1) ·
55385 (1) ·
58725 (1) ·
74625 (1) ·
77275 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Deltona (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Jupiter Inlet Colony (1) ·
Melbourne (1) ·
North Palm Beach village (1) ·
Port Orange (1) ·
Riviera Beach (1) ·
Sebastian (1) ·
Titusville (1) ·
Vero Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'BRANCH OF ICWW ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Dirksen Drive ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Elbow Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FEC Railroad ' (1) ·
'FECRR ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'St. Johns River ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DUDA ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'I-4 WB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JUPITER ISLAND PK ' (1) ·
'MISSION HILL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR A1A ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-520 EB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'WB Spanish River ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
13300 (1) ·
134 (1) ·
14500 (1) ·
15300 (1) ·
1550 (1) ·
15800 (1) ·
20300 (1) ·
21000 (1) ·
24317 (1) ·
250 (1) ·
25000 (1) ·
26500 (1) ·
30500 (1) ·
39000 (1) ·
4 (1) ·
400 (1) ·
4050 (1) ·
416 (1) ·
43000 (1) ·
46500 (1) ·
500 (1) ·
52000 (1) ·
55000 (1) ·
5900 (1) ·
6363 (1) ·
6500 (1) ·
6700 (1) ·
6960 (1) ·
7400 (1) ·
8250 (1) ·
8950 (1) ·
9200 (1) ·
936 (1) ·
9700 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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 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)
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 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) ·
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:
None (1) ·
10236 (1) ·
1124 (1) ·
121 (1) ·
12839 (1) ·
14314 (1) ·
15528 (1) ·
15962 (1) ·
16830 (1) ·
200 (1) ·
23076 (1) ·
232 (1) ·
25158 (1) ·
26546 (1) ·
2689 (1) ·
27413 (1) ·
300 (1) ·
35220 (1) ·
36435 (1) ·
42189 (1) ·
43375 (1) ·
45978 (1) ·
5062 (1) ·
52918 (1) ·
6 (1) ·
600 (1) ·
67665 (1) ·
694 (1) ·
74605 (1) ·
7636 (1) ·
80678 (1) ·
8352 (1) ·
90220 (1) ·
95425 (1)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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