Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13788 (1) ·
13792 (1) ·
13793 (1) ·
13794 (1) ·
13798 (1) ·
13799 (1) ·
13800 (1) ·
15202 (1) ·
15287 (1) ·
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15289 (1) ·
15581 (1) ·
15796 (1) ·
15813 (1) ·
15814 (1) ·
15825 (1) ·
15829 (1) ·
15847 (1) ·
15849 (1) ·
15850 (1) ·
15857 (1) ·
15858 (1) ·
15870 (1) ·
15997 (1) ·
16000 (1) ·
19493 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BRANCH OF C-44 CANAL ' (1) ·
'Bulow Creek ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Spruce Creek ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Ashby Road ' (1) ·
'LOCKS ROAD ' (1) ·
'Maytown Road ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Old Dixie Highway ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Pioneer Trail ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SEMINOLE DR ' (1) ·
'SW THIRD ST ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Walter Boardman Ln' (1)
Number 008:
794118 (1) ·
794123 (1) ·
794124 (1) ·
794126 (1) ·
794139 (1) ·
794141 (1) ·
794146 (1) ·
890015 (1) ·
894050 (1) ·
894051 (1) ·
894052 (1) ·
930026 (1) ·
934220 (1) ·
934277 (1) ·
934278 (1) ·
934299 (1) ·
934312 (1) ·
934319 (1) ·
934402 (1) ·
934404 (1) ·
934405 (1) ·
934428 (1) ·
934441 (1) ·
934488 (1) ·
937703 (1) ·
937707 (1)
Location 009:
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'200ft. East of SR-415 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'At US-441/SR-7 ' (1)
Latitude 016:
26200900 (1) ·
26201002 (1) ·
26204432 (1) ·
26225750 (1) ·
26225797 (1) ·
26282666 (1) ·
26290151 (1) ·
26351368 (1) ·
26385460 (1) ·
26405650 (1) ·
26422207 (1) ·
26430400 (1) ·
26430410 (1) ·
26445565 (1) ·
26445590 (1) ·
27020590 (1) ·
27060944 (1) ·
27062187 (1) ·
27134072 (1) ·
28504614 (1) ·
28504680 (1) ·
28563087 (1) ·
29030188 (1) ·
29210415 (1) ·
29211227 (1) ·
29242747 (1)
Longitude 017:
80034367 (1) ·
80040030 (1) ·
80040084 (1) ·
80041664 (1) ·
80041713 (1) ·
80055545 (1) ·
80075828 (1) ·
80120021 (1) ·
80120952 (1) ·
80120955 (1) ·
80121006 (1) ·
80121591 (1) ·
80135980 (1) ·
80140376 (1) ·
80161911 (1) ·
80162515 (1) ·
80170170 (1) ·
80241142 (1) ·
81024737 (1) ·
81044532 (1) ·
81055781 (1) ·
81060638 (1) ·
81060905 (1) ·
81060951 (1) ·
81071865 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 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:
Clearance 116:
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