Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL-17 ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'E3 CANAL ' (1) ·
'E3-canal ' (1) ·
'El Rio Canal ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'I 95 SR 9 ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'RCA CANAL ' (1) ·
'SR-507 ' (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'57th Street ' (1) ·
'Australian Ave. ' (1) ·
'CAMINO REAL ' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Lantana Road ' (1) ·
'Lyons Rd ' (1) ·
'Melaleuca Lane ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NW 13 ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SEACREST BLVD. ' (1) ·
'Spanish River Blvd' (1) ·
'SR-15 Main St. ' (1) ·
'SR-507 ' (1) ·
'SUMMIT BLVD ' (1)
Number 008:
700186 (1) ·
884077 (1) ·
884093 (1) ·
930338 (1) ·
930359 (1) ·
930445 (1) ·
930529 (1) ·
934139 (1) ·
934228 (1) ·
934258 (1) ·
934329 (1) ·
934361 (1) ·
934362 (1) ·
934365 (1) ·
934366 (1) ·
934499 (1) ·
934929 (1) ·
934954 (1) ·
934960 (1) ·
934964 (1) ·
934965 (1) ·
935215 (1) ·
935222 (1) ·
935223 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT US-441 SR-7 ' (1) ·
'North of P. Beach Airport' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1)
Latitude 016:
26203857 (1) ·
26214151 (1) ·
26231070 (1) ·
26231230 (1) ·
26243117 (1) ·
26252840 (1) ·
26281579 (1) ·
26281595 (1) ·
26322120 (1) ·
26333297 (1) ·
26341358 (1) ·
26352535 (1) ·
26352546 (1) ·
26362838 (1) ·
26390702 (1) ·
26394749 (1) ·
26411023 (1) ·
26415780 (1) ·
26445836 (1) ·
26490300 (1) ·
26501410 (1) ·
27385110 (1) ·
27415031 (1) ·
28040738 (1)
Longitude 017:
80035203 (1) ·
80041660 (1) ·
80042035 (1) ·
80045519 (1) ·
80051796 (1) ·
80052073 (1) ·
80052320 (1) ·
80054717 (1) ·
80054960 (1) ·
80065459 (1) ·
80065730 (1) ·
80074101 (1) ·
80074322 (1) ·
80074938 (1) ·
80075060 (1) ·
80102240 (1) ·
80102572 (1) ·
80112020 (1) ·
80121251 (1) ·
80121946 (1) ·
80242065 (1) ·
80274502 (1) ·
80371675 (1) ·
80400416 (1)
Owner 022:
Built 027:
Traffic 029:
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) ·
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: (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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
