Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'Berrys Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Boynton Canal C16 ' (1) ·
'Brando Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Conners Canal ' (1) ·
'CSX Railroad ' (1) ·
'CSX RR ' (1) ·
'E-2-W canal ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 Canal ' (1) ·
'Gabordy's Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Indian River ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'US-1 & FECRR ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'E Gateway Blvd ' (1) ·
'Fifth Street ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 SR 9 ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LE CHALET BLVD ' (1) ·
'Magnolia St. ' (1) ·
'MINER RD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'Old Boynton Road ' (1) ·
'Quantum Blvd. ' (1) ·
'Riverside Drive ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR-44 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SW 15TH AVE ' (1) ·
'SW 22ND WAY ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'SW 23RD AVE. ' (1) ·
'US-1 ' (1) ·
'US1(SR5) ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
101 (1) ·
10200 (1) ·
10900 (1) ·
1091 (1) ·
116000 (1) ·
13000 (1) ·
13700 (1) ·
14600 (1) ·
18300 (1) ·
18500 (1) ·
19800 (1) ·
2165 (1) ·
2600 (1) ·
26000 (1) ·
2880 (1) ·
30000 (1) ·
364 (1) ·
36500 (1) ·
3820 (1) ·
38500 (1) ·
40500 (1) ·
41500 (1) ·
416 (1) ·
42000 (1) ·
44000 (1) ·
46000 (1) ·
47500 (1) ·
48500 (1) ·
5458 (1) ·
6000 (1) ·
6100 (1) ·
6400 (1) ·
78500 (1) ·
9000 (1) ·
90900 (1) ·
936 (1) ·
9625 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
10 (1) ·
108 (1) ·
139 (1) ·
15 (1) ·
18 (1) ·
19 (1) ·
20 (1) ·
219 (1) ·
22 (1) ·
23 (1) ·
26 (1) ·
31 (1) ·
32 (1) ·
33 (1) ·
38 (1) ·
39 (1) ·
397 (1) ·
42 (1) ·
43 (1) ·
46 (1) ·
48 (1) ·
56 (1) ·
6 (1) ·
65 (1) ·
7 (1) ·
70 (1) ·
71 (1) ·
746 (1) ·
76 (1) ·
8 (1) ·
83 (1) ·
84 (1) ·
88 (1) ·
99 (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 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: (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 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:
10410 (1) ·
10584 (1) ·
11104 (1) ·
1124 (1) ·
1200 (1) ·
121 (1) ·
1320 (1) ·
13200 (1) ·
136198 (1) ·
15615 (1) ·
157712 (1) ·
17697 (1) ·
18912 (1) ·
201260 (1) ·
22555 (1) ·
23770 (1) ·
25331 (1) ·
2620 (1) ·
3120 (1) ·
31751 (1) ·
32098 (1) ·
34353 (1) ·
3600 (1) ·
45110 (1) ·
4622 (1) ·
52050 (1) ·
607 (1) ·
63327 (1) ·
63328 (1) ·
6604 (1) ·
66798 (1) ·
694 (1) ·
70268 (1) ·
72002 (1) ·
72870 (1) ·
76340 (1) ·
79810 (1) ·
82413 (1) ·
84148 (1)
Clearance 116:
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