Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Alamana Canal ' (1) ·
'Barge Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'CR-5A ' (1) ·
'Deep Creek ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Kings Road ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LWDD E-3 CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-528 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'BARBER STREET ' (1) ·
'CR-717 ' (1) ·
'ENGLAR DRIVE ' (1) ·
'FLEMING STREET ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'Minton Road CR-509' (1) ·
'SE 7TH STREET ' (1) ·
'SR-3 ' (1) ·
'SR-40 WB ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-415 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR80(SouthernBlvd)' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'W. CAMINO REAL ' (1)
Number 008:
700072 (1) ·
700085 (1) ·
700090 (1) ·
700091 (1) ·
700102 (1) ·
700156 (1) ·
704075 (1) ·
790022 (1) ·
790027 (1) ·
790033 (1) ·
790034 (1) ·
790107 (1) ·
884063 (1) ·
884064 (1) ·
885603 (1) ·
885604 (1) ·
885605 (1) ·
930072 (1) ·
930098 (1) ·
930319 (1) ·
934406 (1) ·
935100 (1) ·
937003 (1) ·
949901 (1)
Location 009:
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 WB over I-95 ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
I-95 NB and CR-5A (1)
Latitude 016:
26203879 (1) ·
26214420 (1) ·
26403240 (1) ·
26405710 (1) ·
26421986 (1) ·
26494723 (1) ·
27190428 (1) ·
27464133 (1) ·
27464527 (1) ·
27473810 (1) ·
27474990 (1) ·
27475995 (1) ·
28004932 (1) ·
28242777 (1) ·
28270757 (1) ·
28291220 (1) ·
28300578 (1) ·
28461638 (1) ·
28461701 (1) ·
28535974 (1) ·
28555594 (1) ·
29091900 (1) ·
29091985 (1) ·
29151780 (1)
Longitude 017:
80022719 (1) ·
80043826 (1) ·
80054930 (1) ·
80074489 (1) ·
80222755 (1) ·
80284214 (1) ·
80291127 (1) ·
80293742 (1) ·
80365044 (1) ·
80365186 (1) ·
80393620 (1) ·
80401977 (1) ·
80422154 (1) ·
80424695 (1) ·
80501889 (1) ·
80505570 (1) ·
80522877 (1) ·
80533778 (1) ·
80533868 (1) ·
81043203 (1) ·
81043246 (1) ·
81063625 (1) ·
81072482 (1) ·
81080270 (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:
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
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