Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
24387 (1) ·
77275 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cloud Lake (1) ·
Daytona Beach (1) ·
DeBary (1) ·
Delray Beach (1) ·
Deltona (1) ·
Greenacres City (1) ·
Hypoluxo (1) ·
Indialantic (1) ·
Lake Worth (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'E-4 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Kellers Canal ' (1) ·
'L-30 CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'North Lake ' (1) ·
'Padgett Creek ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'St. Johns River ' (1) ·
'TEN MILE CREEK ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'36TH STREET ' (1) ·
'53RD STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'Lake Worth Road ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Main Street ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-A1A ' (1) ·
'SR802 (Lake Worth)' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB N. Lake Blvd. ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10158 (1) ·
10900 (1) ·
13300 (1) ·
14500 (1) ·
1500 (1) ·
16000 (1) ·
18000 (1) ·
20150 (1) ·
21000 (1) ·
2160 (1) ·
22500 (1) ·
23500 (1) ·
24000 (1) ·
30000 (1) ·
3025 (1) ·
30500 (1) ·
32750 (1) ·
33000 (1) ·
34500 (1) ·
35500 (1) ·
36000 (1) ·
40000 (1) ·
4483 (1) ·
4500 (1) ·
4700 (1) ·
5000 (1) ·
5500 (1) ·
55000 (1) ·
5900 (1) ·
6000 (1) ·
9700 (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 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: (Click arrow to add another value)
Inspect Date 090:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 not over waterway. (1)
Future 114:
10236 (1) ·
10410 (1) ·
12291 (1) ·
16830 (1) ·
18912 (1) ·
2000 (1) ·
2020 (1) ·
23076 (1) ·
25158 (1) ·
2603 (1) ·
27000 (1) ·
27760 (1) ·
31230 (1) ·
34960 (1) ·
36435 (1) ·
39037 (1) ·
40772 (1) ·
41640 (1) ·
5205 (1) ·
52050 (1) ·
52918 (1) ·
56821 (1) ·
57255 (1) ·
59858 (1) ·
6000 (1) ·
61593 (1) ·
62460 (1) ·
69400 (1) ·
7050 (1) ·
7140 (1) ·
7778 (1) ·
95425 (1) ·
9625 (1)
Clearance 116:
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