Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'Canal ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I-4 ' (1) ·
'L-6 Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'BISCAYNE DRIVE ' (1) ·
'Hypoluxo Rd ' (1) ·
'NB SR-615 ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR-46 ' (1) ·
'SR-472 WB ' (1) ·
'SR-50 ' (1) ·
'SR-715 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1)
Number 008:
700178 (1) ·
700195 (1) ·
790155 (1) ·
790157 (1) ·
790159 (1) ·
790162 (1) ·
790186 (1) ·
790190 (1) ·
880085 (1) ·
930466 (1) ·
930471 (1) ·
934362 (1) ·
934904 (1) ·
935750 (1) ·
940136 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1)
Location 009:
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Future 114:
Future Year 115:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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