Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal C-51 ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Cypress Creek ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'E-2W Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Header Canal ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lantana Road ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'North Relief Canal ' (1) ·
'Pine Street ' (1) ·
'South Relief Canal ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Palm Beach Garden Interch' (1) ·
'South Side of US-98 ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
0 (1) ·
1000 (1) ·
101 (1) ·
10700 (1) ·
114500 (1) ·
12000 (1) ·
12500 (1) ·
14500 (1) ·
15250 (1) ·
15500 (1) ·
16600 (1) ·
1700 (1) ·
18500 (1) ·
18700 (1) ·
19000 (1) ·
200 (1) ·
20000 (1) ·
20150 (1) ·
21000 (1) ·
22500 (1) ·
24000 (1) ·
27000 (1) ·
29000 (1) ·
3250 (1) ·
33000 (1) ·
35500 (1) ·
37250 (1) ·
38250 (1) ·
38750 (1) ·
40500 (1) ·
480 (1) ·
5760 (1) ·
7400 (1) ·
8000 (1) ·
8400 (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 protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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:
1000 (1) ·
10000 (1) ·
11520 (1) ·
12839 (1) ·
14748 (1) ·
175 (1) ·
18565 (1) ·
198658 (1) ·
2020 (1) ·
20820 (1) ·
25375 (1) ·
26459 (1) ·
26893 (1) ·
28801 (1) ·
2950 (1) ·
32098 (1) ·
32400 (1) ·
32445 (1) ·
32965 (1) ·
34700 (1) ·
34960 (1) ·
36435 (1) ·
39037 (1) ·
39038 (1) ·
400 (1) ·
41640 (1) ·
50315 (1) ·
5639 (1) ·
57255 (1) ·
580 (1) ·
61593 (1) ·
64629 (1) ·
66364 (1) ·
67231 (1) ·
70268 (1) ·
73000 (1)
Clearance 116:
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