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: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'FEC Railroad ' (1) ·
'George King Blvd ' (1) ·
'HAULOVER CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Sebastian Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-68 ' (1) ·
'TEN MILE CREEK ' (1) ·
George King Blvd (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'Banana River Drive' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'Micco Rd. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-3 ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-A1A ' (1) ·
'SR-A1A NB ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
SR-A1A SB (1)
Number 008:
700030 (1) ·
700031 (1) ·
700072 (1) ·
700117 (1) ·
700201 (1) ·
700210 (1) ·
700211 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
704035 (1) ·
704063 (1) ·
940015 (1) ·
940045 (1) ·
940047 (1) ·
940049 (1) ·
940050 (1) ·
940072 (1) ·
940076 (1) ·
940082 (1) ·
940096 (1) ·
940097 (1) ·
940951 (1)
Location 009:
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2 mi West of US-1 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-A1A - George King Blvd' (1) ·
KENNEDY SPACE CENTER (1) ·
SR-A1A SB- George King (1)
Latitude 016:
27154481 (1) ·
27154501 (1) ·
27222822 (1) ·
27224619 (1) ·
27224640 (1) ·
27240944 (1) ·
27241547 (1) ·
27263922 (1) ·
27264995 (1) ·
27265210 (1) ·
27282176 (1) ·
27525057 (1) ·
28085715 (1) ·
28241290 (1) ·
28241322 (1) ·
28242777 (1) ·
28242782 (1) ·
28243313 (1) ·
28243314 (1) ·
28243318 (1) ·
28313826 (1) ·
28313884 (1) ·
28441095 (1)
Longitude 017:
80192117 (1) ·
80192646 (1) ·
80210806 (1) ·
80210855 (1) ·
80215950 (1) ·
80230229 (1) ·
80231097 (1) ·
80231141 (1) ·
80233690 (1) ·
80233991 (1) ·
80235220 (1) ·
80315950 (1) ·
80362216 (1) ·
80370688 (1) ·
80370748 (1) ·
80375518 (1) ·
80375608 (1) ·
80375690 (1) ·
80422088 (1) ·
80422154 (1) ·
80451679 (1) ·
80454983 (1)
Owner 022:
Built 027:
Traffic 029:
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 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) ·
N/A (1)
Culvert 062:
None (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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.
