Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'CR-515 & Indian River ' (1) ·
'Danforth Creek ' (1) ·
'FECRR ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Lantana Road ' (1) ·
'North Relief Canal ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Sebastian Inlet ' (1) ·
'SR-401 ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'US-17/92 ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'Dairy Rd ' (1) ·
'EB SR - 714 ' (1) ·
'Fox Lake Rd. ' (1) ·
'Hull Road ' (1) ·
'Hypoluxo to SB I95' (1) ·
'Lantana to I 95 SB' (1) ·
'Old Dixie Highway ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-472 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
Grant Rd. (1) ·
Valkaria Road (1)
Number 008:
700015 (1) ·
700025 (1) ·
700028 (1) ·
700133 (1) ·
700135 (1) ·
700140 (1) ·
700158 (1) ·
700159 (1) ·
790004 (1) ·
790055 (1) ·
790079 (1) ·
790084 (1) ·
790086 (1) ·
790087 (1) ·
790097 (1) ·
790105 (1) ·
880004 (1) ·
880005 (1) ·
880029 (1) ·
890134 (1) ·
930274 (1) ·
930298 (1) ·
930299 (1) ·
930493 (1)
Location 009:
'0.25 Mi. West of SR-405 ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'Hull Road - I-95 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB over FECRR ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
1.3 Mi. East of CR-507 (1) ·
Valkaria Road and I-95 (1)
Latitude 016:
26341790 (1) ·
26342200 (1) ·
26351210 (1) ·
26504600 (1) ·
27101997 (1) ·
27413285 (1) ·
27413310 (1) ·
27513635 (1) ·
27552820 (1) ·
27571292 (1) ·
28240489 (1) ·
28241892 (1) ·
28241926 (1) ·
28241941 (1) ·
28350798 (1) ·
28381369 (1) ·
28491441 (1) ·
28493662 (1) ·
28493748 (1) ·
28582691 (1) ·
29090830 (1) ·
29095064 (1) ·
29162634 (1) ·
29241357 (1)
Longitude 017:
80041025 (1) ·
80041140 (1) ·
80041145 (1) ·
80054600 (1) ·
80161483 (1) ·
80244777 (1) ·
80244820 (1) ·
80265430 (1) ·
80360839 (1) ·
80363510 (1) ·
80375566 (1) ·
80384626 (1) ·
80413927 (1) ·
80444580 (1) ·
80510496 (1) ·
80511310 (1) ·
80511328 (1) ·
80512802 (1) ·
80513571 (1) ·
81045886 (1) ·
81052615 (1) ·
81071887 (1) ·
81091867 (1) ·
81175636 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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)
Culvert 062:
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:
Future Year 115:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
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