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:
Features 006a:
'Berrys Canal ' (1) ·
'BRANCH OF ICWW ' (1) ·
'Brando Canal ' (1) ·
'C-18 Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'Conners Canal ' (1) ·
'Donald Ross Road ' (1) ·
'Gabordy's Canal ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'JONES CREEK ' (1) ·
'Jupiter Creek ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SIMS CREEK ' (1) ·
'SLOUGH ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Turnbull Creek ' (1) ·
'US-1 & FECRR ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'CENTER STREET ' (1) ·
'CENTRAL BLVD ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EB SR706 ' (1) ·
'Fifth Street ' (1) ·
'Indiantown Rd. ' (1) ·
'Indiantown Road ' (1) ·
'JUPITER BEACH RD ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Magnolia St. ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Riverside Drive ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR-44 ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 706 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10200 (1) ·
1091 (1) ·
13500 (1) ·
14000 (1) ·
15600 (1) ·
18300 (1) ·
18391 (1) ·
18500 (1) ·
18800 (1) ·
2000 (1) ·
2165 (1) ·
2599 (1) ·
26000 (1) ·
27233 (1) ·
30000 (1) ·
38000 (1) ·
3820 (1) ·
4000 (1) ·
4200 (1) ·
43000 (1) ·
44400 (1) ·
47500 (1) ·
48000 (1) ·
48500 (1) ·
52652 (1) ·
5458 (1) ·
6250 (1) ·
65500 (1) ·
71250 (1) ·
8600 (1) ·
9400 (1) ·
9450 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
10 (1) ·
101 (1) ·
103 (1) ·
109 (1) ·
15 (1) ·
16 (1) ·
18 (1) ·
219 (1) ·
257 (1) ·
26 (1) ·
34 (1) ·
350 (1) ·
38 (1) ·
397 (1) ·
40 (1) ·
41 (1) ·
410 (1) ·
46 (1) ·
50 (1) ·
55 (1) ·
56 (1) ·
6 (1) ·
62 (1) ·
64 (1) ·
69 (1) ·
7 (1) ·
71 (1) ·
73 (1) ·
746 (1) ·
78 (1) ·
80 (1) ·
88 (1) ·
9 (1) ·
90 (1) ·
93 (1) ·
98 (1)
Width 052:
Deck 058:
Superstructure 059:
Excellent (1) ·
Fair (1) ·
Good (1) ·
N/A (1) ·
Poor (1) ·
Satisfactory (1) ·
Serious (1) ·
Very Good (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
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:
10844 (1) ·
113642 (1) ·
123619 (1) ·
1320 (1) ·
14921 (1) ·
16309 (1) ·
16396 (1) ·
17697 (1) ·
22070 (1) ·
23423 (1) ·
24290 (1) ·
2500 (1) ·
2620 (1) ·
27066 (1) ·
3145 (1) ·
31751 (1) ·
32098 (1) ·
32618 (1) ·
4500 (1) ·
45110 (1) ·
4622 (1) ·
47249 (1) ·
5040 (1) ·
52050 (1) ·
65930 (1) ·
6604 (1) ·
74605 (1) ·
77034 (1) ·
82412 (1) ·
83280 (1) ·
84148 (1) ·
91351 (1)
Clearance 116:
Showing below up to 46 results in range #1 to #46.
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