Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'Creek ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Military Trail ' (1) ·
'Nova Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-507 ' (1) ·
'SR-91 (FL TPK) ' (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) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'Central Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'CR 76A ' (1) ·
'CR-717 ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MAPP RD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-40 ' (1) ·
'SR-507 ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR786 WB to SB I95' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 70 ' (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) ·
106 (1) ·
1082 (1) ·
1260 (1) ·
13000 (1) ·
13500 (1) ·
1440 (1) ·
1500 (1) ·
15300 (1) ·
15600 (1) ·
160500 (1) ·
1854 (1) ·
20000 (1) ·
22500 (1) ·
2302 (1) ·
27000 (1) ·
32250 (1) ·
3250 (1) ·
34000 (1) ·
36000 (1) ·
36500 (1) ·
37250 (1) ·
38750 (1) ·
3900 (1) ·
40250 (1) ·
40500 (1) ·
4484 (1) ·
47500 (1) ·
4800 (1) ·
76000 (1) ·
8500 (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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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:
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 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:
1309 (1) ·
131860 (1) ·
14748 (1) ·
1730 (1) ·
1735 (1) ·
174 (1) ·
2000 (1) ·
2186 (1) ·
22555 (1) ·
23423 (1) ·
24000 (1) ·
26546 (1) ·
27066 (1) ·
278468 (1) ·
3217 (1) ·
34700 (1) ·
39038 (1) ·
3994 (1) ·
4001 (1) ·
46845 (1) ·
5182 (1) ·
55954 (1) ·
5639 (1) ·
58990 (1) ·
62460 (1) ·
63327 (1) ·
64629 (1) ·
67231 (1) ·
6766 (1) ·
69834 (1) ·
70268 (1) ·
82412 (1) ·
8328 (1)
Clearance 116:
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