Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Halifax Canal ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'POPPELTON CREEK ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Aviation Ave. ' (1) ·
'Babcock Street ' (1) ·
'BARBER STREET ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-76A ' (1) ·
'CR714 PALM CITY RD' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'FLORESTA DR ' (1) ·
'Fort Florida Road ' (1) ·
'HARRIS RD ' (1) ·
'Harrison Street ' (1) ·
'HURON WAY ' (1) ·
'I-95 ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'Riverside Dr ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR-44 ' (1) ·
'SR-50 ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700178 (1) ·
704011 (1) ·
704042 (1) ·
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Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1/2MI S of US-1 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1)
Latitude 016:
26232019 (1) ·
26321988 (1) ·
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Longitude 017:
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81193011 (1) ·
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81193156 (1) ·
81193290 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
10000 (1) ·
1139 (1) ·
12304 (1) ·
13300 (1) ·
1340 (1) ·
14600 (1) ·
16000 (1) ·
18000 (1) ·
1810 (1) ·
18300 (1) ·
19900 (1) ·
200 (1) ·
2050 (1) ·
22000 (1) ·
2993 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
3600 (1) ·
400 (1) ·
43500 (1) ·
6000 (1) ·
6700 (1) ·
716 (1) ·
748 (1) ·
7600 (1) ·
7630 (1) ·
769 (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 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:
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:
Direction 102: (Click arrow to add another value)
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:
1000 (1) ·
11625 (1) ·
1249 (1) ·
13186 (1) ·
13238 (1) ·
1378 (1) ·
1379 (1) ·
15000 (1) ·
1603 (1) ·
2091 (1) ·
21347 (1) ·
23076 (1) ·
25331 (1) ·
27760 (1) ·
300 (1) ·
31230 (1) ·
31751 (1) ·
34526 (1) ·
3460 (1) ·
3556 (1) ·
38170 (1) ·
4858 (1) ·
500 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
6246 (1) ·
7200 (1) ·
75472 (1) ·
828 (1) ·
930 (1) ·
931 (1)
Clearance 116:
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