Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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:
Route 005d:
Direction 005e:
Features 006a:
'CR709 GLADES RD & FEC RR' (1) ·
'FECRR ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'MIAMI CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'ST LUCIE CANAL ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'CORKSCREW BLVD. ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'E/B S.R. 704 ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'Southern Boulevard' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Spanish River ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700030 (1) ·
703001 (1) ·
703002 (1) ·
790004 (1) ·
790087 (1) ·
790172 (1) ·
890066 (1) ·
890068 (1) ·
890107 (1) ·
930030 (1) ·
930097 (1) ·
930142 (1) ·
930154 (1) ·
930226 (1) ·
930360 (1) ·
930506 (1) ·
930507 (1) ·
934502 (1) ·
940049 (1) ·
940050 (1) ·
940076 (1) ·
940082 (1) ·
940951 (1)
Location 009:
'.5MI W of A1A & E of SR-5' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 SB over FECRR ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26231074 (1) ·
26231130 (1) ·
26403161 (1) ·
26411370 (1) ·
26411885 (1) ·
26413511 (1) ·
26422200 (1) ·
26423954 (1) ·
27035280 (1) ·
27070362 (1) ·
27092801 (1) ·
27154481 (1) ·
27154501 (1) ·
27222822 (1) ·
27224619 (1) ·
27224640 (1) ·
28243313 (1) ·
28313826 (1) ·
28313884 (1) ·
28493662 (1) ·
28493748 (1) ·
29021928 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80025423 (1) ·
80041209 (1) ·
80041536 (1) ·
80072029 (1) ·
80081956 (1) ·
80162980 (1) ·
80180781 (1) ·
80210806 (1) ·
80210855 (1) ·
80230229 (1) ·
80231097 (1) ·
80231141 (1) ·
80375608 (1) ·
80401144 (1) ·
80402235 (1) ·
80454983 (1) ·
80482588 (1) ·
80511310 (1) ·
80511328 (1) ·
80542264 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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) ·
N/A (1)
Inspect Date 090: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
