Drilldown: bridge data
From Indian River Lagoon Project
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12125 (1) ·
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Boca Inlet ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Canal L-14 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'H-20 CANAL ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Sykes Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'Congress Ave. ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-76A ' (1) ·
'ELLISON WILSON RD ' (1) ·
'HARRIS RD ' (1) ·
'HICKORY DRIVE ' (1) ·
'HURON WAY ' (1) ·
'Kings Highway ' (1) ·
'LARCH AVE ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'RANGE LINERD CR609' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR-50 ' (1) ·
'SR-528 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-A1A ' (1) ·
'US-1 (SR-5) ' (1) ·
'US1(SR5) ' (1)
Number 008:
700025 (1) ·
700028 (1) ·
700178 (1) ·
704042 (1) ·
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940007 (1) ·
940026 (1) ·
940045 (1)
Location 009:
'0.1 MI S OF PGA BLVD ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT 141st ST ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'SR-528 WB - Sykes Creek ' (1)
Latitude 016:
26202096 (1) ·
26232019 (1) ·
26321988 (1) ·
26322094 (1) ·
26360932 (1) ·
26373441 (1) ·
26410978 (1) ·
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28241892 (1) ·
28241941 (1) ·
28332807 (1) ·
28370440 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80032688 (1) ·
80034800 (1) ·
80042082 (1) ·
80051590 (1) ·
80052073 (1) ·
80052230 (1) ·
80062177 (1) ·
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80192117 (1) ·
80235687 (1) ·
80240150 (1) ·
80284675 (1) ·
80284807 (1) ·
80285306 (1) ·
80291224 (1) ·
80365155 (1) ·
80372083 (1) ·
80384626 (1) ·
80413113 (1) ·
80413927 (1) ·
80480991 (1) ·
80495858 (1) ·
81055781 (1) ·
81060905 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
101 (1) ·
11100 (1) ·
12250 (1) ·
13300 (1) ·
1340 (1) ·
14600 (1) ·
16000 (1) ·
16250 (1) ·
18000 (1) ·
19500 (1) ·
19800 (1) ·
19900 (1) ·
200 (1) ·
22000 (1) ·
2300 (1) ·
280 (1) ·
2993 (1) ·
304 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
3300 (1) ·
3600 (1) ·
400 (1) ·
440 (1) ·
5500 (1) ·
5600 (1) ·
630 (1) ·
7100 (1) ·
748 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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)
Culvert 062:
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)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
1041 (1) ·
12319 (1) ·
1249 (1) ·
126 (1) ·
15000 (1) ·
1603 (1) ·
19258 (1) ·
21254 (1) ·
23076 (1) ·
25331 (1) ·
27760 (1) ·
28194 (1) ·
300 (1) ·
31230 (1) ·
33832 (1) ·
34353 (1) ·
34526 (1) ·
3460 (1) ·
350 (1) ·
353 (1) ·
38170 (1) ·
3991 (1) ·
4320 (1) ·
4858 (1) ·
500 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
5726 (1) ·
6246 (1) ·
763 (1) ·
9543 (1) ·
9716 (1)
Clearance 116:
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