Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'Cabbage Slough ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Cow Creek ' (1) ·
'CR-5A ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'FECRR ' (1) ·
'FL. TURNPIKE ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Sottile Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'St Johns River Relief ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'AUDUBON BLVD. ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-4118 ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN STREET ' (1) ·
'Maytown Road ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'Palm Bay Library ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SIMARA STREET ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-46 ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'YAMATO RD ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1) ·
Grant Rd. (1) ·
I-95 (1) ·
Micco Rd. (1) ·
Valkaria Road (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
13000 (1) ·
1400 (1) ·
14500 (1) ·
16340 (1) ·
18700 (1) ·
1900 (1) ·
20327 (1) ·
21382 (1) ·
23250 (1) ·
25000 (1) ·
25500 (1) ·
2600 (1) ·
26000 (1) ·
3000 (1) ·
3240 (1) ·
3600 (1) ·
364 (1) ·
40500 (1) ·
46000 (1) ·
4800 (1) ·
5900 (1) ·
6761 (1) ·
7000 (1) ·
7100 (1) ·
7300 (1) ·
7500 (1) ·
90900 (1) ·
9350 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
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 (including piles) on dry land well above flood water elevations. (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 (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:
10236 (1) ·
10250 (1) ·
11730 (1) ·
121 (1) ·
12318 (1) ·
12665 (1) ·
13012 (1) ·
1417 (1) ·
157712 (1) ·
16222 (1) ·
200 (1) ·
20647 (1) ·
22555 (1) ·
2429 (1) ·
25375 (1) ·
28350 (1) ·
3120 (1) ·
32445 (1) ·
3296 (1) ·
3505 (1) ·
35268 (1) ·
3600 (1) ·
37098 (1) ·
3750 (1) ·
40339 (1) ·
43375 (1) ·
440 (1) ·
44243 (1) ·
45110 (1) ·
5205 (1) ·
6017 (1) ·
6246 (1) ·
70268 (1) ·
7114 (1) ·
79810 (1)
Clearance 116:
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