Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12210 (1) ·
15241 (1) ·
15247 (1) ·
15637 (1) ·
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15779 (1) ·
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County 003:
Place 004:
None (1) ·
54175 (1) ·
58725 (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-54 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Drainage Canal ' (1) ·
'E-2 Canal ' (1) ·
'East Indian River Relief' (1) ·
'FL. TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JONES CREEK ' (1) ·
'L-38 CANAL ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'None ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Pine Street ' (1) ·
'Reed Canal ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'CENTER STREET ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-708 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'East Island Access' (1) ·
'EB SR808 Glades Rd' (1) ·
'Hatton Road ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 SB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 to Gateway' (1) ·
'Northlake Blvd. EB' (1) ·
'Oak Lea Drive ' (1) ·
'Prosperity Farms R' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-528 EB ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'St Lucie West Blvd' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'West Island Access' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
700151 (1) ·
700237 (1) ·
796548 (1) ·
880103 (1) ·
880104 (1) ·
884069 (1) ·
884074 (1) ·
884100 (1) ·
884102 (1) ·
884103 (1) ·
884104 (1) ·
890121 (1) ·
890129 (1) ·
890148 (1) ·
890149 (1) ·
894064 (1) ·
930248 (1) ·
930371 (1) ·
930372 (1) ·
930435 (1) ·
934147 (1) ·
934168 (1) ·
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934345 (1) ·
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934369 (1) ·
934552 (1) ·
934925 (1) ·
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934938 (1) ·
934939 (1) ·
934945 (1) ·
934946 (1) ·
934951 (1) ·
934952 (1) ·
936776 (1) ·
940133 (1) ·
949901 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I 95 SR706 interchange ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26220535 (1) ·
26233917 (1) ·
26233970 (1) ·
26252703 (1) ·
26290212 (1) ·
26290213 (1) ·
26322077 (1) ·
26325800 (1) ·
26342010 (1) ·
26342072 (1) ·
26350300 (1) ·
26424000 (1) ·
26483934 (1) ·
26512009 (1) ·
26560443 (1) ·
26560450 (1) ·
26562955 (1) ·
26572884 (1) ·
27025170 (1) ·
27063191 (1) ·
27072925 (1) ·
27121600 (1) ·
27123400 (1) ·
27184103 (1) ·
27190428 (1) ·
27332870 (1) ·
27332944 (1) ·
27354128 (1) ·
27363390 (1) ·
27391280 (1) ·
27400430 (1) ·
27403120 (1) ·
27405750 (1) ·
27493726 (1) ·
28244125 (1) ·
29093016 (1)
Longitude 017:
80024400 (1) ·
80041200 (1) ·
80041860 (1) ·
80061282 (1) ·
80070561 (1) ·
80070650 (1) ·
80074641 (1) ·
80074643 (1) ·
80084780 (1) ·
80084942 (1) ·
80084971 (1) ·
80085013 (1) ·
80085950 (1) ·
80090130 (1) ·
80101305 (1) ·
80101307 (1) ·
80101583 (1) ·
80101586 (1) ·
80103501 (1) ·
80111100 (1) ·
80115000 (1) ·
80151030 (1) ·
80153917 (1) ·
80164845 (1) ·
80220651 (1) ·
80220740 (1) ·
80222755 (1) ·
80245322 (1) ·
80264867 (1) ·
80264917 (1) ·
80274510 (1) ·
80274550 (1) ·
80274570 (1) ·
80274650 (1) ·
80331600 (1) ·
80333306 (1) ·
80493553 (1) ·
81001126 (1)
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
11700 (1) ·
12500 (1) ·
13000 (1) ·
14250 (1) ·
1440 (1) ·
14500 (1) ·
14900 (1) ·
150 (1) ·
15500 (1) ·
1700 (1) ·
18391 (1) ·
18700 (1) ·
19000 (1) ·
21382 (1) ·
22500 (1) ·
24000 (1) ·
2900 (1) ·
31000 (1) ·
3245 (1) ·
32500 (1) ·
33000 (1) ·
34500 (1) ·
35500 (1) ·
3600 (1) ·
38000 (1) ·
40250 (1) ·
450 (1) ·
480 (1) ·
8000 (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:
Substructure 060: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
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 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:
10000 (1) ·
15000 (1) ·
1730 (1) ·
175 (1) ·
18500 (1) ·
200 (1) ·
20300 (1) ·
22070 (1) ·
22555 (1) ·
24724 (1) ·
25375 (1) ·
26893 (1) ·
2950 (1) ·
32445 (1) ·
32965 (1) ·
37098 (1) ·
39037 (1) ·
39038 (1) ·
3927 (1) ·
40625 (1) ·
41640 (1) ·
5032 (1) ·
53785 (1) ·
57255 (1) ·
580 (1) ·
59858 (1) ·
61592 (1) ·
6246 (1) ·
65930 (1) ·
69834 (1) ·
781 (1)
Clearance 116:
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