Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12257 (1) ·
13697 (1) ·
13702 (1) ·
13762 (1) ·
13792 (1) ·
13793 (1) ·
15127 (1) ·
15164 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Inlet ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie River ' (1) ·
'Tomoka River ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'Babcock Street ' (1) ·
'BARWICK RD ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-76A ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'HARRIS RD ' (1) ·
'Hull Road ' (1) ·
'HURON WAY ' (1) ·
'ISLAND RD. ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 5TH STREET ' (1) ·
'Old Dixie Highway ' (1) ·
'OLD DIXIE HWY ' (1) ·
'Old Dixie Hwy. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PICOS RD 154.90 ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
703001 (1) ·
703002 (1) ·
704042 (1) ·
790079 (1) ·
790084 (1) ·
794016 (1) ·
794123 (1) ·
794124 (1) ·
880005 (1) ·
880068 (1) ·
884020 (1) ·
884063 (1) ·
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890093 (1) ·
890102 (1) ·
894047 (1) ·
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935750 (1) ·
940055 (1) ·
940056 (1) ·
940057 (1) ·
940059 (1) ·
940060 (1) ·
940073 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Hull Road - I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26221050 (1) ·
26232019 (1) ·
26252148 (1) ·
26252859 (1) ·
26290216 (1) ·
26373441 (1) ·
26405650 (1) ·
26410978 (1) ·
26411885 (1) ·
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27090600 (1) ·
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28313826 (1) ·
28313884 (1) ·
29162634 (1) ·
29203187 (1) ·
29210415 (1) ·
29211227 (1) ·
29241357 (1)
Longitude 017:
80043488 (1) ·
80045345 (1) ·
80054091 (1) ·
80065226 (1) ·
80074708 (1) ·
80102658 (1) ·
80111512 (1) ·
80120012 (1) ·
80121176 (1) ·
80142587 (1) ·
80142967 (1) ·
80154065 (1) ·
80170170 (1) ·
80180707 (1) ·
80250650 (1) ·
80253838 (1) ·
80263496 (1) ·
80263571 (1) ·
80265430 (1) ·
80294317 (1) ·
80333288 (1) ·
80363628 (1) ·
80365186 (1) ·
80372083 (1) ·
80402235 (1) ·
80413113 (1) ·
80454983 (1) ·
80513039 (1) ·
81051074 (1) ·
81055781 (1) ·
81060905 (1) ·
81071887 (1) ·
81091867 (1)
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
101 (1) ·
115 (1) ·
12000 (1) ·
1340 (1) ·
1401 (1) ·
16250 (1) ·
17122 (1) ·
200 (1) ·
2000 (1) ·
250 (1) ·
2544 (1) ·
28100 (1) ·
2993 (1) ·
3023 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
34244 (1) ·
3600 (1) ·
3825 (1) ·
400 (1) ·
4500 (1) ·
600 (1) ·
6500 (1) ·
6700 (1) ·
748 (1) ·
8100 (1) ·
8900 (1) ·
9100 (1) ·
9900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
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) ·
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:
None (1) ·
1041 (1) ·
1249 (1) ·
126 (1) ·
14054 (1) ·
15000 (1) ·
15441 (1) ·
15788 (1) ·
1603 (1) ·
1696 (1) ·
17176 (1) ·
200 (1) ·
20820 (1) ·
28194 (1) ·
29707 (1) ·
300 (1) ·
3460 (1) ·
3470 (1) ·
4414 (1) ·
450 (1) ·
4858 (1) ·
48754 (1) ·
500 (1) ·
521 (1) ·
5240 (1) ·
5379 (1) ·
5398 (1) ·
59413 (1) ·
6246 (1) ·
7808 (1) ·
7980 (1)
Clearance 116:
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