Drilldown: bridge data
From Indian River Lagoon Project
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12114 (1) ·
12129 (1) ·
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13697 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E3 CANAL ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Kid Creek ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'Murray Creek ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sebastian Inlet ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SIMS CREEK ' (1) ·
'St. Lucie River ' (1) ·
'Tomoka River ' (1) ·
'Tyson Creek ' (1) ·
'US-1 ' (1) ·
'WPB Canal (C-51) ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'BARWICK RD ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hull Road ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'ISLAND RD. ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (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) ·
'PROSPERITY FARM RD' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US27 SR-25 & 80 ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700003 (1) ·
700029 (1) ·
700116 (1) ·
703001 (1) ·
703002 (1) ·
790079 (1) ·
790080 (1) ·
790081 (1) ·
790082 (1) ·
790083 (1) ·
790084 (1) ·
790113 (1) ·
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794016 (1) ·
880005 (1) ·
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884063 (1) ·
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934420 (1) ·
934455 (1) ·
934911 (1) ·
934964 (1) ·
934965 (1) ·
935501 (1) ·
936701 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.9 Mi. N of US 92 ' (1) ·
'3.4 Miles South of SR-514' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Hull Road - I-95 ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'I-95 SB over US-1 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26221050 (1) ·
26252148 (1) ·
26252859 (1) ·
26281579 (1) ·
26281595 (1) ·
26290216 (1) ·
26364799 (1) ·
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26512989 (1) ·
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27421622 (1) ·
27464527 (1) ·
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28313959 (1) ·
28314034 (1) ·
29044616 (1) ·
29123640 (1) ·
29162634 (1) ·
29195849 (1) ·
29195924 (1) ·
29200900 (1) ·
29200964 (1) ·
29203187 (1) ·
29241357 (1)
Longitude 017:
80041600 (1) ·
80041852 (1) ·
80043488 (1) ·
80045345 (1) ·
80045351 (1) ·
80051796 (1) ·
80054091 (1) ·
80065226 (1) ·
80070561 (1) ·
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80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80092158 (1) ·
80111512 (1) ·
80154065 (1) ·
80161911 (1) ·
80170170 (1) ·
80265430 (1) ·
80274430 (1) ·
80322419 (1) ·
80365186 (1) ·
80402235 (1) ·
80402996 (1) ·
80454983 (1) ·
80472199 (1) ·
80472222 (1) ·
80510902 (1) ·
80572087 (1) ·
81051074 (1) ·
81055893 (1) ·
81071887 (1) ·
81075150 (1) ·
81075169 (1) ·
81075240 (1) ·
81075272 (1) ·
81091867 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
111000 (1) ·
115 (1) ·
12000 (1) ·
13300 (1) ·
1401 (1) ·
15043 (1) ·
153 (1) ·
160 (1) ·
16290 (1) ·
18391 (1) ·
18800 (1) ·
2000 (1) ·
250 (1) ·
25250 (1) ·
26500 (1) ·
27000 (1) ·
3023 (1) ·
3825 (1) ·
4500 (1) ·
47500 (1) ·
500 (1) ·
6000 (1) ·
6500 (1) ·
66500 (1) ·
6700 (1) ·
7100 (1) ·
800 (1) ·
8100 (1) ·
8900 (1) ·
9100 (1) ·
9900 (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)
Culvert 062:
None (1) ·
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 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) ·
115378 (1) ·
12318 (1) ·
126 (1) ·
14054 (1) ·
15441 (1) ·
15788 (1) ·
1696 (1) ·
17176 (1) ·
192 (1) ·
192590 (1) ·
200 (1) ·
20820 (1) ·
22070 (1) ·
23076 (1) ·
26100 (1) ·
265 (1) ·
28263 (1) ·
32400 (1) ·
32618 (1) ·
3470 (1) ·
43809 (1) ·
450 (1) ·
45978 (1) ·
5240 (1) ·
600 (1) ·
7808 (1) ·
7980 (1) ·
8000 (1) ·
82412 (1) ·
960 (1)
Clearance 116:
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