Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12227 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal ' (1) ·
'George King Blvd ' (1) ·
'L-5 Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'ST LUCIE CANAL ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-1 & FECRR ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WB SR 80 ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
George King Blvd (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'BISCAYNE DRIVE ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-76A ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'HURON WAY ' (1) ·
'I-4 WB ' (1) ·
'Lake Ida Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'Levee Road ' (1) ·
'Lyons Rd ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'SB SR 807 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Spanish River Blvd' (1) ·
'SR-44 ' (1) ·
'SR-50 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR-A1A NB ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'US-1 (SR-5) ' (1) ·
Overpass Ramp (1) ·
SR-A1A SB (1)
Number 008:
700178 (1) ·
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700211 (1) ·
700218 (1) ·
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790196 (1) ·
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935222 (1) ·
935750 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'At CR-613 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'SR-A1A - George King Blvd' (1) ·
0.7 Mile N of SR-528 (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26195649 (1) ·
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28500808 (1) ·
29011550 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80045427 (1) ·
80045433 (1) ·
80045890 (1) ·
80045945 (1) ·
80045990 (1) ·
80051470 (1) ·
80054717 (1) ·
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80062196 (1) ·
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80112020 (1) ·
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80142967 (1) ·
80180707 (1) ·
80240150 (1) ·
80264934 (1) ·
80370688 (1) ·
80370748 (1) ·
80375599 (1) ·
80462658 (1) ·
80495858 (1) ·
80553031 (1) ·
81055781 (1) ·
81060905 (1) ·
81191063 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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)
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:
10930 (1) ·
114000 (1) ·
11538 (1) ·
11958 (1) ·
12360 (1) ·
1249 (1) ·
133595 (1) ·
15040 (1) ·
1603 (1) ·
18840 (1) ·
25158 (1) ·
25331 (1) ·
28050 (1) ·
28628 (1) ·
300 (1) ·
31751 (1) ·
34526 (1) ·
38170 (1) ·
46846 (1) ·
4858 (1) ·
500 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
6 (1) ·
9022 (1) ·
95425 (1)
Clearance 116:
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