Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12140 (1) ·
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County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'Brando Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CSX RAILROAD ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Halifax Canal ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'Reed Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR-50 ' (1) ·
'Sweetwater Creek ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'Center Avenue ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'Citrus Blvd ' (1) ·
'Dairy Rd ' (1) ·
'DYER PARK ROAD ' (1) ·
'Fifth Street ' (1) ·
'Fox Lake Rd. ' (1) ·
'GUN CLUB RD ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Old Samsula Dr ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PROSPERITY FARM RD' (1) ·
'Ranch Rd. ' (1) ·
'Saul Street ' (1) ·
'SR-40 WB ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
700058 (1) ·
700129 (1) ·
700130 (1) ·
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937709 (1)
Location 009:
'0.1 Mi North of Taylor Rd' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'SR-40 WB -Tomoka River ' (1)
Latitude 016:
26252016 (1) ·
26281579 (1) ·
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Longitude 017:
80032393 (1) ·
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81072482 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1091 (1) ·
111000 (1) ·
15043 (1) ·
15250 (1) ·
153 (1) ·
15500 (1) ·
160 (1) ·
18250 (1) ·
18391 (1) ·
186 (1) ·
18800 (1) ·
21000 (1) ·
2165 (1) ·
25250 (1) ·
27000 (1) ·
2753 (1) ·
31000 (1) ·
3600 (1) ·
4000 (1) ·
4700 (1) ·
500 (1) ·
50500 (1) ·
55 (1) ·
6000 (1) ·
6818 (1) ·
800 (1) ·
8187 (1)
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) ·
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:
11625 (1) ·
1320 (1) ·
1735 (1) ·
192 (1) ·
192590 (1) ·
22070 (1) ·
225 (1) ·
26100 (1) ·
2620 (1) ·
26459 (1) ·
265 (1) ·
26893 (1) ·
31664 (1) ·
32400 (1) ·
32618 (1) ·
3331 (1) ·
36435 (1) ·
43809 (1) ·
53785 (1) ·
600 (1) ·
6246 (1) ·
6940 (1) ·
8000 (1) ·
8154 (1) ·
87618 (1) ·
95 (1) ·
960 (1) ·
9906 (1)
Clearance 116:
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