Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
58725 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Highland Beach (1) ·
Indiantown village (1) ·
Jupiter (1) ·
Lake Worth (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Orange City (1) ·
Palm Beach (1) ·
Sebastian (1) ·
Stuart (1) ·
Titusville (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Boynton Inlet ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CR 709 & FECRR ' (1) ·
'CSX RAILROAD ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'FECRR ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'RELIEF CANAL ' (1) ·
'TAYLOR CREEK ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnbull Creek ' (1) ·
'US-17/92 ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'AT 141st ST ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'US-1 NB - FECRR ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
101 (1) ·
10158 (1) ·
10516 (1) ·
1106 (1) ·
12100 (1) ·
14400 (1) ·
16427 (1) ·
16428 (1) ·
1800 (1) ·
18400 (1) ·
2000 (1) ·
2050 (1) ·
21000 (1) ·
24000 (1) ·
2599 (1) ·
2600 (1) ·
28500 (1) ·
304 (1) ·
3100 (1) ·
32250 (1) ·
37250 (1) ·
3825 (1) ·
4000 (1) ·
428 (1) ·
500 (1) ·
5500 (1) ·
6800 (1) ·
7161 (1) ·
7473 (1) ·
7630 (1) ·
802 (1) ·
9000 (1) ·
9382 (1) ·
950 (1) ·
9500 (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 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: (Click arrow to add another value)
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 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:
11798 (1) ·
12291 (1) ·
12424 (1) ·
126 (1) ·
12966 (1) ·
1301 (1) ·
13145 (1) ·
13238 (1) ·
1324 (1) ·
150 (1) ·
15615 (1) ·
16136 (1) ·
1647 (1) ·
16482 (1) ·
17280 (1) ·
20400 (1) ·
20994 (1) ·
22080 (1) ·
2500 (1) ·
28501 (1) ·
3123 (1) ·
3145 (1) ·
353 (1) ·
3556 (1) ·
36435 (1) ·
41640 (1) ·
4338 (1) ·
4500 (1) ·
4511 (1) ·
49447 (1) ·
535 (1) ·
5378 (1) ·
55954 (1) ·
600 (1) ·
64629 (1) ·
7980 (1) ·
9543 (1)
Clearance 116:
Showing below up to 41 results in range #1 to #41.
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