Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12257 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CR 702 45th Street ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Sebastian River ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Babcock Street ' (1) ·
'Becker Rd. ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'Cassadaga Road ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-76A ' (1) ·
'Crosstown Parkway ' (1) ·
'HARRIS RD ' (1) ·
'HURON WAY ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'Prosperity Farms R' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'Service Road ' (1) ·
'SR-44 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'US-1 (SR-5) ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
704042 (1) ·
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790128 (1) ·
790210 (1) ·
794123 (1) ·
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941001 (1) ·
944018 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'SR-44 over US-1 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26232019 (1) ·
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Longitude 017:
80040610 (1) ·
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80413113 (1) ·
80434440 (1) ·
80434460 (1) ·
80443870 (1) ·
80475710 (1) ·
80475780 (1) ·
80553031 (1) ·
81055781 (1) ·
81060905 (1) ·
81151506 (1)
Owner 022:
Built 027: (Click arrow to add another value)
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:
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:
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:
10712 (1) ·
1249 (1) ·
14574 (1) ·
15000 (1) ·
15268 (1) ·
1603 (1) ·
18218 (1) ·
184778 (1) ·
20993 (1) ·
25331 (1) ·
2689 (1) ·
27150 (1) ·
27760 (1) ·
300 (1) ·
31230 (1) ·
31751 (1) ·
32445 (1) ·
34526 (1) ·
3460 (1) ·
369555 (1) ·
4858 (1) ·
500 (1) ·
521 (1) ·
5356 (1) ·
5379 (1) ·
5398 (1) ·
6246 (1)
Clearance 116:
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