Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 
:
1955 or
1994
& 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.
:
1955 or
1994
& 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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'Canal ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Conners Canal ' (1) ·
'CROOKED CREEK ' (1) ·
'Daytona Canal ' (1) ·
'E-3 CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'L-12 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Nova Canal ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'Ballough Street ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD ' (1) ·
'MARGINAL RD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-60 WB ' (1) ·
'ST LUCIE BLVD ' (1) ·
'US-1 NB ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
790086 (1) ·
790149 (1) ·
790150 (1) ·
790169 (1) ·
790179 (1) ·
790180 (1) ·
795000 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
894014 (1) ·
895505 (1) ·
930806 (1) ·
934214 (1) ·
934485 (1) ·
934502 (1) ·
934519 (1) ·
935303 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1) ·
944011 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'8th St West of SR-5A ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1) ·
'US-1 NB - Turnbull Creek ' (1)
Latitude 016:
26262127 (1) ·
26291118 (1) ·
26375624 (1) ·
26382116 (1) ·
26384803 (1) ·
26401000 (1) ·
26401808 (1) ·
26413511 (1) ·
26455204 (1) ·
27091468 (1) ·
27111437 (1) ·
27192572 (1) ·
27385855 (1) ·
27385856 (1) ·
27392294 (1) ·
27392357 (1) ·
28491441 (1) ·
29014148 (1) ·
29015737 (1) ·
29133119 (1) ·
29135704 (1) ·
29140326 (1) ·
29140999 (1)
Longitude 017:
80043055 (1) ·
80043118 (1) ·
80043232 (1) ·
80044372 (1) ·
80074904 (1) ·
80104062 (1) ·
80111729 (1) ·
80120030 (1) ·
80200618 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80295638 (1) ·
80381684 (1) ·
80482588 (1) ·
80513571 (1) ·
80545970 (1) ·
80551845 (1) ·
81012374 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
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)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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