Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
55380 (1) ·
55385 (1) ·
58725 (1) ·
77275 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
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New Smyrna Beach (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Tequesta village (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'Brando Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'DIRT FARM ROAD ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Gabordy's Canal ' (1) ·
'HALF MILE LAKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RETENTION POND ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-710 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'US-192 ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'200ft. S of 10th Street ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441/SR-7 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 over US-192 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
10000 (1) ·
115 (1) ·
11700 (1) ·
1200 (1) ·
12250 (1) ·
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15800 (1) ·
1728 (1) ·
2000 (1) ·
20500 (1) ·
21500 (1) ·
2165 (1) ·
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2600 (1) ·
27000 (1) ·
3000 (1) ·
31000 (1) ·
3820 (1) ·
41250 (1) ·
4500 (1) ·
4800 (1) ·
500 (1) ·
594 (1) ·
68500 (1) ·
7062 (1) ·
742 (1) ·
7500 (1) ·
8100 (1) ·
9100 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
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 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)
Future 114:
118848 (1) ·
12145 (1) ·
13012 (1) ·
14054 (1) ·
150 (1) ·
15000 (1) ·
15789 (1) ·
1700 (1) ·
174 (1) ·
1900 (1) ·
2000 (1) ·
20300 (1) ·
21254 (1) ·
23596 (1) ·
2620 (1) ·
27413 (1) ·
2776 (1) ·
3000 (1) ·
32400 (1) ·
35568 (1) ·
37302 (1) ·
392110 (1) ·
39905 (1) ·
4000 (1) ·
40772 (1) ·
4511 (1) ·
4622 (1) ·
53785 (1) ·
600 (1) ·
6017 (1) ·
6073 (1) ·
7114 (1) ·
71569 (1) ·
719 (1) ·
898 (1)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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