Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13766 (1) ·
15227 (1) ·
15577 (1) ·
15578 (1) ·
15581 (1) ·
15589 (1) ·
15592 (1) ·
15598 (1) ·
15600 (1) ·
15601 (1) ·
15607 (1) ·
15626 (1) ·
15629 (1) ·
15667 (1) ·
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15748 (1) ·
15749 (1) ·
15785 (1) ·
15786 (1) ·
15852 (1) ·
15889 (1) ·
16026 (1) ·
19369 (1) ·
19416 (1) ·
19417 (1) ·
19504 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E. CAMINO REAL ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Highbridge Road ' (1) ·
'LINTON BLVD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'Southern Boulevard' (1) ·
'SR-A1A ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
794025 (1) ·
890107 (1) ·
930004 (1) ·
930005 (1) ·
930026 (1) ·
930056 (1) ·
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930349 (1) ·
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930507 (1) ·
934160 (1) ·
934161 (1) ·
934369 (1) ·
934408 (1) ·
934908 (1) ·
940045 (1)
Location 009:
'.5MI W of A1A & E of SR-5' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Lake Ave / ICWW ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26202200 (1) ·
26210242 (1) ·
26231074 (1) ·
26231130 (1) ·
26262317 (1) ·
26274181 (1) ·
26282666 (1) ·
26305220 (1) ·
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26560246 (1) ·
26564568 (1) ·
26570930 (1) ·
27035280 (1) ·
27282176 (1) ·
29243110 (1)
Longitude 017:
80022882 (1) ·
80024000 (1) ·
80024400 (1) ·
80025300 (1) ·
80025423 (1) ·
80031431 (1) ·
80032041 (1) ·
80033671 (1) ·
80034367 (1) ·
80035127 (1) ·
80035475 (1) ·
80035722 (1) ·
80040100 (1) ·
80040991 (1) ·
80040992 (1) ·
80041209 (1) ·
80041536 (1) ·
80043210 (1) ·
80043770 (1) ·
80044370 (1) ·
80050063 (1) ·
80050482 (1) ·
80072029 (1) ·
80192117 (1) ·
81060320 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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 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:
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)
Future 114:
Clearance 116:
Showing below up to 26 results in range #1 to #26.
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