Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2017 
& Service Under 042b:
Waterway
& Substructure 060:
Satisfactory
& Service Under 042b:
Waterway
& Substructure 060:
Satisfactory Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'Boca Inlet ' (1) ·
'BRITT CANAL ' (1) ·
'C-18 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CANAL-1 ' (1) ·
'COLLIER CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Earman River (C-17) ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie River ' (1) ·
'TAYLOR CREEK ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'A1A ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BRITT RD ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712A (MCCARTY RD' (1) ·
'DAVIS ROAD ' (1) ·
'EB PGA Blvd. ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'FLEMING STREET ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'KEEN RD (CR-611) ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'RANGE LINERD CR609' (1) ·
'S. LAKE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 22ND WAY ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
11100 (1) ·
121 (1) ·
134 (1) ·
1650 (1) ·
2000 (1) ·
20000 (1) ·
2050 (1) ·
20500 (1) ·
21500 (1) ·
22200 (1) ·
2300 (1) ·
26500 (1) ·
2850 (1) ·
300 (1) ·
3100 (1) ·
3300 (1) ·
3600 (1) ·
416 (1) ·
44400 (1) ·
4500 (1) ·
500 (1) ·
5500 (1) ·
57500 (1) ·
7100 (1) ·
7800 (1) ·
800 (1) ·
9100 (1) ·
936 (1) ·
960 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
Culvert 062:
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 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)
Future 114:
1124 (1) ·
121 (1) ·
12319 (1) ·
13533 (1) ·
1388 (1) ·
15788 (1) ·
1665 (1) ·
180 (1) ·
18000 (1) ·
19258 (1) ·
200 (1) ·
232 (1) ·
240 (1) ·
2500 (1) ·
26400 (1) ·
2863 (1) ·
3470 (1) ·
34700 (1) ·
3500 (1) ·
3556 (1) ·
37303 (1) ·
38517 (1) ·
3991 (1) ·
4000 (1) ·
4338 (1) ·
45978 (1) ·
500 (1) ·
5726 (1) ·
600 (1) ·
694 (1) ·
700 (1) ·
7140 (1) ·
77034 (1) ·
9543 (1) ·
99763 (1)
Clearance 116:
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