Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL-1 ' (1) ·
'EL RIO CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Halifax River ' (1) ·
'I-95 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RIO MAR BAY ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'Spruce Creek ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Cow Creek Road ' (1) ·
'CR-516 ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'CYPRESS WAY ' (1) ·
'DUNN ROAD ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Eldron Blvd. ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hunting Camp Road ' (1) ·
'Jackson Street ' (1) ·
'Magnolia Avenue ' (1) ·
'Main Street ' (1) ·
'NW 20TH ST WB ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PEACHTREE BLVD. ' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ ROAD ' (1) ·
'SR-507 NB ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Road ' (1) ·
'TROON DR ' (1) ·
'US-92 EB ' (1) ·
'VETERANS WALK ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10 (1) ·
1000 (1) ·
1040 (1) ·
1086 (1) ·
1120 (1) ·
120 (1) ·
1200 (1) ·
12000 (1) ·
16000 (1) ·
16250 (1) ·
1711 (1) ·
17250 (1) ·
18000 (1) ·
2401 (1) ·
25170 (1) ·
2880 (1) ·
29000 (1) ·
300 (1) ·
3160 (1) ·
33000 (1) ·
35500 (1) ·
3767 (1) ·
38000 (1) ·
4200 (1) ·
43 (1) ·
4689 (1) ·
50000 (1) ·
5850 (1) ·
594 (1) ·
600 (1) ·
605 (1) ·
6363 (1) ·
6493 (1) ·
7062 (1) ·
7150 (1) ·
75 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
10150 (1) ·
10410 (1) ·
1050 (1) ·
12145 (1) ·
12405 (1) ·
1562 (1) ·
1735 (1) ·
1884 (1) ·
20 (1) ·
2070 (1) ·
2082 (1) ·
208200 (1) ·
21600 (1) ·
27760 (1) ·
28194 (1) ·
2905 (1) ·
29929 (1) ·
31462 (1) ·
3470 (1) ·
3600 (1) ·
3800 (1) ·
500 (1) ·
50315 (1) ·
52 (1) ·
5420 (1) ·
57255 (1) ·
61592 (1) ·
6408 (1) ·
65930 (1) ·
6940 (1) ·
700 (1) ·
719 (1) ·
7857 (1) ·
850 (1) ·
86750 (1) ·
91 (1)
Clearance 116:
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