Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15218 (1) ·
15578 (1) ·
15582 (1) ·
15589 (1) ·
15591 (1) ·
15592 (1) ·
15601 (1) ·
15605 (1) ·
15626 (1) ·
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15766 (1) ·
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16095 (1) ·
17867 (1) ·
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19217 (1) ·
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19398 (1)
County 003:
Place 004:
None (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
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Tequesta village (1) ·
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Route 005d:
Features 006a:
'Belvedere Road ' (1) ·
'Boynton Inlet ' (1) ·
'BRANCH OF ICWW ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DANFORTH CREEK ' (1) ·
'Donald Ross Road ' (1) ·
'George King Blvd ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB PGA Blvd. ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'MAPP ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NW 2ND ST ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR A1A ' (1) ·
'SR-80 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-A1A NB ' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WOOLBRIGHT ROAD ' (1) ·
SR-A1A SB (1)
Number 008:
700210 (1) ·
700211 (1) ·
890066 (1) ·
890083 (1) ·
894059 (1) ·
930005 (1) ·
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934126 (1) ·
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934908 (1) ·
940072 (1) ·
940076 (1) ·
940082 (1) ·
940951 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'WEST PALM BEACH INTERCH. ' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26210242 (1) ·
26274181 (1) ·
26305220 (1) ·
26324386 (1) ·
26395130 (1) ·
26411370 (1) ·
26412597 (1) ·
26412600 (1) ·
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27102500 (1) ·
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27154501 (1) ·
27224619 (1) ·
27224640 (1) ·
27240944 (1) ·
28241290 (1) ·
28241322 (1)
Longitude 017:
80023594 (1) ·
80032041 (1) ·
80035127 (1) ·
80035976 (1) ·
80040100 (1) ·
80040125 (1) ·
80040991 (1) ·
80040992 (1) ·
80041914 (1) ·
80043210 (1) ·
80044370 (1) ·
80050482 (1) ·
80074066 (1) ·
80074402 (1) ·
80081956 (1) ·
80161000 (1) ·
80162980 (1) ·
80195431 (1) ·
80210806 (1) ·
80231097 (1) ·
80231141 (1) ·
80235220 (1) ·
80370688 (1) ·
80370748 (1) ·
80401144 (1) ·
80424470 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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 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:
Rebuilt 106:
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:
Clearance 116:
Showing below up to 26 results in range #1 to #26.
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