Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
58625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Daytona Beach (1) ·
DeLand (1) ·
Delray Beach (1) ·
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Lake Park (1) ·
Malabar (1) ·
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Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
South Daytona (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Melbourne (1)
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LATERAL CANAL A ' (1) ·
'Little Haw Swamp ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Military Trail ' (1) ·
'Misner Branch ' (1) ·
'Nova Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-514 ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
Critical 006b:
Facility 007:
'26TH STREET ' (1) ·
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DONALD ROSS RD EB ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-5A ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR786 WB to SB I95' (1) ·
'Truck Trail #12 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1) ·
'Willowood Drive ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1001 (1) ·
101 (1) ·
106 (1) ·
1082 (1) ·
11000 (1) ·
13000 (1) ·
13250 (1) ·
13500 (1) ·
1440 (1) ·
15300 (1) ·
15600 (1) ·
160500 (1) ·
17500 (1) ·
19400 (1) ·
20000 (1) ·
203082 (1) ·
21500 (1) ·
22500 (1) ·
2302 (1) ·
3240 (1) ·
3250 (1) ·
34000 (1) ·
36000 (1) ·
3900 (1) ·
40250 (1) ·
40500 (1) ·
47500 (1) ·
4800 (1) ·
49000 (1) ·
5 (1) ·
50 (1) ·
5792 (1) ·
64500 (1) ·
76000 (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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 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:
10 (1) ·
111908 (1) ·
1250 (1) ·
126 (1) ·
1309 (1) ·
131860 (1) ·
15000 (1) ·
1730 (1) ·
174 (1) ·
22555 (1) ·
22989 (1) ·
23422 (1) ·
23423 (1) ·
24000 (1) ·
26546 (1) ·
27066 (1) ·
278468 (1) ·
30362 (1) ·
33659 (1) ·
352347 (1) ·
37303 (1) ·
39038 (1) ·
3994 (1) ·
4001 (1) ·
50 (1) ·
5639 (1) ·
58990 (1) ·
62460 (1) ·
6300 (1) ·
6766 (1) ·
69834 (1) ·
7008 (1) ·
70268 (1) ·
82412 (1) ·
8328 (1) ·
85015 (1)
Future Year 115:
Clearance 116:
Showing below up to 46 results in range #1 to #46.
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