Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Features 006a:
'6th Avenue South ' (1) ·
'Belvedere Road ' (1) ·
'Boca Inlet ' (1) ·
'Boynton Inlet ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Donald Ross Road ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Lagoon ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.2mi East of US-27 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'At East Canal St. ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1935 (1) ·
1939 (1) ·
1949 (1) ·
1950 (1) ·
1952 (1) ·
1953 (1) ·
1955 (1) ·
1956 (1) ·
1958 (1) ·
1963 (1) ·
1964 (1) ·
1966 (1) ·
1967 (1) ·
1969 (1) ·
1971 (1) ·
1973 (1) ·
1975 (1) ·
1976 (1) ·
1981 (1) ·
1982 (1) ·
1986 (1) ·
1987 (1) ·
1989 (1) ·
1995 (1) ·
1998 (1) ·
1999 (1) ·
2001 (1) ·
2004 (1) ·
2005 (1) ·
2007 (1) ·
2013 (1) ·
2016 (1)
Traffic 029:
106800 (1) ·
11000 (1) ·
11100 (1) ·
114500 (1) ·
12100 (1) ·
12500 (1) ·
1260 (1) ·
12750 (1) ·
13888 (1) ·
14200 (1) ·
15000 (1) ·
16600 (1) ·
18500 (1) ·
18800 (1) ·
20000 (1) ·
20500 (1) ·
21000 (1) ·
22600 (1) ·
2302 (1) ·
232000 (1) ·
23500 (1) ·
3240 (1) ·
3825 (1) ·
4 (1) ·
4850 (1) ·
500 (1) ·
6100 (1) ·
6800 (1) ·
71250 (1) ·
7350 (1) ·
8368 (1) ·
8950 (1) ·
9625 (1) ·
9900 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
108 (1) ·
118 (1) ·
136 (1) ·
139 (1) ·
148 (1) ·
157 (1) ·
165 (1) ·
175 (1) ·
20 (1) ·
23 (1) ·
239 (1) ·
24 (1) ·
257 (1) ·
292 (1) ·
333 (1) ·
357 (1) ·
40 (1) ·
41 (1) ·
410 (1) ·
42 (1) ·
422 (1) ·
424 (1) ·
44 (1) ·
45 (1) ·
477 (1) ·
49 (1) ·
50 (1) ·
516 (1) ·
52 (1) ·
60 (1) ·
62 (1) ·
72 (1) ·
78 (1) ·
82 (1) ·
90 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
10042 (1) ·
10584 (1) ·
11798 (1) ·
123619 (1) ·
12752 (1) ·
13200 (1) ·
15000 (1) ·
15528 (1) ·
17176 (1) ·
17360 (1) ·
185298 (1) ·
19085 (1) ·
19258 (1) ·
198658 (1) ·
20994 (1) ·
21372 (1) ·
2186 (1) ·
22121 (1) ·
24637 (1) ·
26400 (1) ·
28801 (1) ·
32098 (1) ·
32618 (1) ·
33600 (1) ·
34700 (1) ·
3505 (1) ·
36435 (1) ·
3994 (1) ·
402520 (1) ·
40772 (1) ·
6 (1) ·
600 (1) ·
7980 (1) ·
8415 (1)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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