Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-108 ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Fellsmere Canal ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Reed Canal ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SWA Retention Canal ' (1) ·
'Tillman Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'CR-609 (82nd Ave.)' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jog Road ' (1) ·
'JORGENSEN RD ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'Loxahatchee Slough' (1) ·
'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'S. Burnett Rd ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-400 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SW 18TH ST ' (1) ·
'US-192 EB ' (1) ·
I-95 SB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
10502 (1) ·
1200 (1) ·
12020 (1) ·
14600 (1) ·
15900 (1) ·
16747 (1) ·
18500 (1) ·
2000 (1) ·
20500 (1) ·
21382 (1) ·
220 (1) ·
23000 (1) ·
250 (1) ·
2900 (1) ·
29000 (1) ·
3000 (1) ·
32250 (1) ·
3245 (1) ·
32500 (1) ·
4100 (1) ·
463 (1) ·
500 (1) ·
6042 (1) ·
61500 (1) ·
6250 (1) ·
8800 (1) ·
883 (1) ·
9000 (1) ·
9400 (1) ·
9450 (1) ·
9500 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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)
Future 114:
1068 (1) ·
10844 (1) ·
10875 (1) ·
1500 (1) ·
15268 (1) ·
15615 (1) ·
16309 (1) ·
16396 (1) ·
16482 (1) ·
18221 (1) ·
19426 (1) ·
200 (1) ·
2000 (1) ·
20855 (1) ·
250 (1) ·
2500 (1) ·
25331 (1) ·
26400 (1) ·
27587 (1) ·
32098 (1) ·
3500 (1) ·
37098 (1) ·
3927 (1) ·
39905 (1) ·
40625 (1) ·
5031 (1) ·
50315 (1) ·
55954 (1) ·
560 (1) ·
600 (1) ·
7114 (1) ·
88900 (1)
Clearance 116:
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