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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'C-18 CANAL ' (1) ·
'Deep Creek ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River East Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Miller Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River ' (1) ·
'St. Johns River Relief ' (1) ·
'Sweetwater Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'W. Relief Indian River ' (1) ·
'Warner Creek ' (1)
Critical 006b:
Facility 007:
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR-415 ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'Tomoka Farms Rd ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1)
Number 008:
790033 (1) ·
790034 (1) ·
790035 (1) ·
790124 (1) ·
790198 (1) ·
790219 (1) ·
790220 (1) ·
794007 (1) ·
794008 (1) ·
794019 (1) ·
794045 (1) ·
890014 (1) ·
890138 (1) ·
890145 (1) ·
890146 (1) ·
930106 (1) ·
930265 (1) ·
930349 (1) ·
930356 (1) ·
930388 (1) ·
930491 (1) ·
930492 (1) ·
930557 (1)
Location 009:
'.5mi E. of Indian R Dr. ' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'.75mi E. of Indian R Dr. ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-415- St.Johns River ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26502106 (1) ·
26502431 (1) ·
26502490 (1) ·
26502600 (1) ·
26503600 (1) ·
26503900 (1) ·
26504000 (1) ·
26504098 (1) ·
27144214 (1) ·
27150311 (1) ·
27151000 (1) ·
27151700 (1) ·
28480959 (1) ·
28480995 (1) ·
28485599 (1) ·
28485627 (1) ·
28535974 (1) ·
28555594 (1) ·
28563417 (1) ·
29032507 (1) ·
29042244 (1) ·
29051568 (1) ·
29055168 (1)
Longitude 017:
80035722 (1) ·
80040100 (1) ·
80054200 (1) ·
80054600 (1) ·
80060970 (1) ·
80074689 (1) ·
80095948 (1) ·
80102860 (1) ·
80124800 (1) ·
80131300 (1) ·
80133779 (1) ·
80144443 (1) ·
81040532 (1) ·
81040663 (1) ·
81040678 (1) ·
81040715 (1) ·
81060965 (1) ·
81063625 (1) ·
81080270 (1) ·
81112589 (1) ·
81112630 (1) ·
81123701 (1) ·
81123762 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate 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 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.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
