Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'E-2W CANAL ' (1) ·
'East Indian River Relief' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-38 CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'CR-812 OCEAN AVE ' (1) ·
'East Island Access' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LYONS ROAD ' (1) ·
'PBIA to SB I-95 ' (1) ·
'Prosperity Farms R' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR A1A ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SW 18TH ST WB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
'West Island Access' (1)
Number 008:
890148 (1) ·
890149 (1) ·
930384 (1) ·
930388 (1) ·
930472 (1) ·
930473 (1) ·
930484 (1) ·
931007 (1) ·
934178 (1) ·
934313 (1) ·
934345 (1) ·
934346 (1) ·
934369 (1) ·
934925 (1) ·
934938 (1) ·
934939 (1) ·
934951 (1) ·
934952 (1) ·
936776 (1) ·
940139 (1) ·
940140 (1) ·
940144 (1) ·
940145 (1) ·
940158 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (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) ·
'1.2MI. W of US-1 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2mi. East of SR-91 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26195370 (1) ·
26252703 (1) ·
26272647 (1) ·
26290212 (1) ·
26290213 (1) ·
26322077 (1) ·
26342010 (1) ·
26342072 (1) ·
26350300 (1) ·
26360809 (1) ·
26403435 (1) ·
26403501 (1) ·
26412326 (1) ·
26502600 (1) ·
26512009 (1) ·
26560369 (1) ·
26572884 (1) ·
27121600 (1) ·
27123400 (1) ·
27161795 (1) ·
27161803 (1) ·
27161886 (1) ·
27161895 (1) ·
27224250 (1)
Longitude 017:
80024400 (1) ·
80041660 (1) ·
80041860 (1) ·
80051470 (1) ·
8005960 (1) ·
80060970 (1) ·
80061282 (1) ·
80074641 (1) ·
80074643 (1) ·
80084780 (1) ·
80084942 (1) ·
80084971 (1) ·
80085013 (1) ·
80091289 (1) ·
80101305 (1) ·
80103466 (1) ·
80111100 (1) ·
80112200 (1) ·
80115000 (1) ·
80152060 (1) ·
80191739 (1) ·
80192218 (1) ·
80192691 (1) ·
80193090 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
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:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
