Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
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'LIPTOG CANAL ' (1) ·
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'M-2 CANAL ' (1) ·
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'North Lake ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'Raulerson Canal ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CENTER DR. ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'EB North Lake Blvd' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Hood Road ' (1) ·
'ISLAND WAY ' (1) ·
'NW 27TH AVE. ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'S Williamson Blvd ' (1) ·
'SR A1A ' (1) ·
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'SR-472 EB ' (1) ·
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'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-700 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-17 ' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
SR-46 (1)
Number 008:
700002 (1) ·
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Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1mi. W of US-1. ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-441 and SR-76 ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
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Longitude 017:
80035653 (1) ·
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81063625 (1) ·
81112589 (1) ·
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81184073 (1) ·
81184077 (1) ·
81232561 (1)
Owner 022:
Built 027:
Traffic 029:
10000 (1) ·
1200 (1) ·
12304 (1) ·
1390 (1) ·
14200 (1) ·
1440 (1) ·
14500 (1) ·
15813 (1) ·
1680 (1) ·
18000 (1) ·
1950 (1) ·
200 (1) ·
20000 (1) ·
20150 (1) ·
2059 (1) ·
22000 (1) ·
2300 (1) ·
2341 (1) ·
24000 (1) ·
3500 (1) ·
4800 (1) ·
5900 (1) ·
640 (1) ·
6900 (1) ·
7100 (1) ·
7900 (1) ·
8200 (1) ·
8400 (1) ·
9100 (1) ·
9150 (1) ·
9700 (1) ·
9800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060: (Click arrow to add another value)
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:
Rebuilt 106:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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) ·
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1665 (1) ·
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1737 (1) ·
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2082 (1) ·
21347 (1) ·
2275 (1) ·
24637 (1) ·
25158 (1) ·
2915 (1) ·
31230 (1) ·
34700 (1) ·
34960 (1) ·
3572 (1) ·
38170 (1) ·
3990 (1) ·
4062 (1) ·
41640 (1) ·
6072 (1) ·
731 (1) ·
8328 (1) ·
9600 (1)
Clearance 116:
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