Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
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Route 005d:
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Features 006a:
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'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Misner Branch ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-442 ' (1) ·
'SR-513 ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'Center Avenue ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'DUDA ROAD ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Hull Road ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I-4 Ramp ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LINTON BLVD. ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'Old Daytona Rd ' (1) ·
'Old Dixie Hwy. ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Riverside Drive ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-92 WB ' (1)
Number 008:
700012 (1) ·
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Location 009:
'0.1Mi W of Marsh Road ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At East Canal St. ' (1) ·
'At Intersection w LPGA BL' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Hull Road - I-95 ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-528 WB - Indian River ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
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Longitude 017:
80022456 (1) ·
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81052672 (1) ·
81054109 (1) ·
81060965 (1) ·
81070414 (1) ·
81070520 (1) ·
81071887 (1) ·
81080270 (1) ·
81162090 (1)
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
11000 (1) ·
11700 (1) ·
1401 (1) ·
16000 (1) ·
17000 (1) ·
1800 (1) ·
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20300 (1) ·
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21000 (1) ·
22500 (1) ·
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250 (1) ·
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25474 (1) ·
3820 (1) ·
38750 (1) ·
40 (1) ·
4050 (1) ·
4500 (1) ·
50500 (1) ·
5792 (1) ·
8187 (1) ·
8368 (1) ·
85750 (1) ·
9200 (1) ·
936 (1) ·
9700 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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: (Click arrow to add another value)
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 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
10042 (1) ·
1124 (1) ·
121 (1) ·
126 (1) ·
148776 (1) ·
15962 (1) ·
16830 (1) ·
1696 (1) ·
19085 (1) ·
20300 (1) ·
26400 (1) ·
27760 (1) ·
29495 (1) ·
300 (1) ·
3123 (1) ·
33832 (1) ·
35220 (1) ·
36435 (1) ·
39038 (1) ·
39905 (1) ·
40339 (1) ·
43809 (1) ·
44197 (1) ·
4622 (1) ·
5062 (1) ·
60 (1) ·
67231 (1) ·
7008 (1) ·
7808 (1) ·
87618 (1) ·
9906 (1)
Clearance 116:
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