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) ·
'Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CR 709 & FECRR ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Kings Road ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'Pine Street ' (1) ·
'Ryan's Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-507 ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St Johns River ' (1) ·
'Ten Mile Creek ' (1) ·
'Tillman Canal ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'Young Canal ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Clint Moore Road ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Hurley Blvd ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'JORGENSEN RD ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'MAPP RD ' (1) ·
'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'Pinehurst Ave N ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SELVITZ RD. ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-507 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'US-192 EB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'Williams Road ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
10502 (1) ·
1051 (1) ·
1052 (1) ·
1200 (1) ·
12020 (1) ·
143 (1) ·
1500 (1) ·
16500 (1) ·
16747 (1) ·
18500 (1) ·
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19000 (1) ·
20000 (1) ·
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220 (1) ·
23000 (1) ·
2341 (1) ·
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250 (1) ·
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3000 (1) ·
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500 (1) ·
6100 (1) ·
6800 (1) ·
7350 (1) ·
883 (1) ·
90500 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
10 (1) ·
117 (1) ·
118 (1) ·
12 (1) ·
127 (1) ·
13 (1) ·
14 (1) ·
146 (1) ·
159 (1) ·
16 (1) ·
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23 (1) ·
24 (1) ·
27 (1) ·
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287 (1) ·
30 (1) ·
31 (1) ·
32 (1) ·
36 (1) ·
38 (1) ·
477 (1) ·
49 (1) ·
61 (1) ·
63 (1) ·
67 (1) ·
7 (1) ·
70 (1) ·
77 (1) ·
790 (1) ·
86 (1) ·
88 (1) ·
9 (1)
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:
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)
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) ·
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:
10583 (1) ·
1068 (1) ·
11798 (1) ·
1272 (1) ·
12752 (1) ·
1500 (1) ·
157018 (1) ·
165 (1) ·
1735 (1) ·
18221 (1) ·
19426 (1) ·
2000 (1) ·
20855 (1) ·
250 (1) ·
28628 (1) ·
32098 (1) ·
3217 (1) ·
32965 (1) ·
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36956 (1) ·
39905 (1) ·
4062 (1) ·
40772 (1) ·
41640 (1) ·
46845 (1) ·
5182 (1) ·
55954 (1) ·
560 (1) ·
5899 (1) ·
600 (1) ·
63327 (1) ·
64629 (1) ·
65930 (1) ·
67231 (1) ·
7114 (1)
Clearance 116:
Showing below up to 52 results in range #1 to #52.
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