Drilldown: bridge data
From Indian River Lagoon Project
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12140 (1) ·
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'Brando Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'CSX RAILROAD ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax Canal ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 ' (1) ·
'IWW Indian River ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Reed Canal ' (1) ·
'SR-50 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Sweetwater Creek ' (1) ·
'Thompson River ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'Barracuda Blvd. ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'Center Avenue ' (1) ·
'Citrus Blvd ' (1) ·
'CLINT MOORE RD ' (1) ·
'Dairy Rd ' (1) ·
'Fifth Street ' (1) ·
'Fox Lake Rd. ' (1) ·
'GUN CLUB RD ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MINER RD. ' (1) ·
'Old Samsula Dr ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Ranch Rd. ' (1) ·
'Saul Street ' (1) ·
'SR-40 WB ' (1) ·
'SR-44 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 (SR-5) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
700058 (1) ·
700129 (1) ·
700130 (1) ·
700132 (1) ·
700133 (1) ·
700135 (1) ·
790027 (1) ·
790077 (1) ·
790078 (1) ·
790151 (1) ·
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937709 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'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) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1MI W OF SR 809 ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (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) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1)
Latitude 016:
26195316 (1) ·
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Longitude 017:
80032393 (1) ·
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81014619 (1) ·
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81070414 (1) ·
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81072482 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1091 (1) ·
13300 (1) ·
15250 (1) ·
16000 (1) ·
18250 (1) ·
186 (1) ·
21000 (1) ·
2160 (1) ·
2165 (1) ·
22500 (1) ·
24000 (1) ·
25250 (1) ·
2753 (1) ·
30000 (1) ·
3025 (1) ·
31000 (1) ·
34500 (1) ·
3600 (1) ·
4000 (1) ·
40000 (1) ·
4700 (1) ·
50500 (1) ·
55 (1) ·
6000 (1) ·
6818 (1) ·
8187 (1) ·
8325 (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:
10073 (1) ·
10410 (1) ·
11625 (1) ·
1320 (1) ·
1735 (1) ·
225 (1) ·
23076 (1) ·
2620 (1) ·
26459 (1) ·
27000 (1) ·
27760 (1) ·
31664 (1) ·
3331 (1) ·
36435 (1) ·
39037 (1) ·
41640 (1) ·
43809 (1) ·
5205 (1) ·
52050 (1) ·
53785 (1) ·
59858 (1) ·
6246 (1) ·
6940 (1) ·
69400 (1) ·
8154 (1) ·
87618 (1) ·
95 (1) ·
9906 (1)
Clearance 116:
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