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:
Critical 006b:
Facility 007:
'Congress Avenue ' (1) ·
'CR 76A ' (1) ·
'CR-880 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EB PGA Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR-405 EB ' (1) ·
'SR-407 NB ' (1) ·
'SR-472 EB ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
700085 (1) ·
700102 (1) ·
700116 (1) ·
700156 (1) ·
790053 (1) ·
790105 (1) ·
890114 (1) ·
890121 (1) ·
930106 (1) ·
930349 (1) ·
930378 (1) ·
930381 (1) ·
930419 (1) ·
930528 (1) ·
930940 (1)
Location 009:
'0.1MI W of US-98 / SR-441' (1) ·
'0.25 mile North of SR 786' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between SR704 and 12th St' (1) ·
'CR 76A over I-95 ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
I-95 NB and CR-5A (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 15 results in range #1 to #15.
