Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway 
& Channel 061:
No noticeable or noteworthy deficiencies which affect the condition of the channel.
& Inspect Date 090:
02-16
& Channel 061:
No noticeable or noteworthy deficiencies which affect the condition of the channel.
& Inspect Date 090:
02-16 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-17 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-106 ' (1) ·
'E-1 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'Fellsmere Canal ' (1) ·
'L-6 Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'Reed Canal ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
Fellsmere Canal (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'COLUMBUS DR. ' (1) ·
'E/B S.R. A1A ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'KESTOR DR ' (1) ·
'Lantern Park Drive' (1) ·
'Port Malabar BL WB' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-807 Congress Av' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'Stribling Way ' (1) ·
'Trailwood Drive ' (1) ·
'US-1 ' (1) ·
I-95 SB (1) ·
US-1 (1)
Number 008:
700203 (1) ·
700224 (1) ·
700231 (1) ·
700232 (1) ·
700238 (1) ·
705920 (1) ·
790201 (1) ·
790202 (1) ·
796414 (1) ·
796549 (1) ·
884105 (1) ·
890158 (1) ·
891000 (1) ·
930466 (1) ·
930534 (1) ·
930547 (1) ·
931007 (1) ·
931008 (1) ·
934301 (1) ·
945264 (1) ·
945267 (1)
Location 009:
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'Over Fellsmere Canal ' (1) ·
'StriblingWay ovr E-1canal' (1) ·
'US-1 over Turkey Creek ' (1) ·
Over Fellsmere Canal (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26272575 (1) ·
26272647 (1) ·
26380939 (1) ·
26394300 (1) ·
26430558 (1) ·
26461200 (1) ·
27070395 (1) ·
27115581 (1) ·
27124842 (1) ·
27130073 (1) ·
27344850 (1) ·
27493308 (1) ·
27493323 (1) ·
27493735 (1) ·
27511720 (1) ·
28010155 (1) ·
28015978 (1) ·
29060108 (1) ·
29090099 (1) ·
29090120 (1) ·
29093020 (1)
Longitude 017:
80023637 (1) ·
80051800 (1) ·
80053100 (1) ·
80103398 (1) ·
80103466 (1) ·
80121322 (1) ·
80122859 (1) ·
80162916 (1) ·
80205945 (1) ·
80213453 (1) ·
80264970 (1) ·
80292802 (1) ·
80332834 (1) ·
80332921 (1) ·
80333220 (1) ·
80344732 (1) ·
80354529 (1) ·
80591575 (1) ·
81002450 (1) ·
81051410 (1) ·
81051478 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Future 114:
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