Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
15931 (1) ·
15932 (1) ·
15934 (1) ·
15935 (1) ·
15936 (1) ·
15937 (1) ·
15938 (1) ·
15939 (1) ·
15940 (1) ·
15941 (1) ·
15942 (1) ·
15947 (1) ·
15948 (1) ·
15949 (1) ·
15950 (1) ·
15951 (1) ·
15955 (1) ·
15956 (1) ·
15973 (1) ·
15974 (1) ·
15975 (1) ·
15980 (1) ·
17912 (1) ·
17917 (1) ·
18781 (1) ·
19533 (1) ·
19557 (1) ·
19558 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-59 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Indian River ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SUBDIVISION CANAL ' (1)
Critical 006b:
Facility 007:
'8th Street N ' (1) ·
'AUDUBON BLVD. ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CORAL DRIVE ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'Harrison Street ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'Lantern Park Drive' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'N 13th Street ' (1) ·
'ORANGE TREE DR ' (1) ·
'Pace Drive ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SW 22ND WAY ' (1) ·
'TROON DR ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
705100 (1) ·
705925 (1) ·
796549 (1) ·
935001 (1) ·
935002 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935209 (1) ·
935210 (1) ·
935301 (1) ·
935302 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
935502 (1) ·
935506 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1) ·
937201 (1) ·
937202 (1) ·
945009 (1) ·
945013 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'CR-4078 & Lantern Park Dr' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26201757 (1) ·
26201913 (1) ·
26202088 (1) ·
26202500 (1) ·
26202775 (1) ·
26202815 (1) ·
26254577 (1) ·
26281369 (1) ·
26291118 (1) ·
26294400 (1) ·
26302557 (1) ·
26315252 (1) ·
26315259 (1) ·
26354425 (1) ·
26354653 (1) ·
26375694 (1) ·
26382390 (1) ·
26490130 (1) ·
26490539 (1) ·
26492346 (1) ·
27270318 (1) ·
27270541 (1) ·
28010030 (1) ·
28211812 (1) ·
29093020 (1)
Longitude 017:
80033398 (1) ·
80044085 (1) ·
80044341 (1) ·
80044372 (1) ·
80050036 (1) ·
80050093 (1) ·
80050169 (1) ·
80050363 (1) ·
80050508 (1) ·
80050590 (1) ·
80051210 (1) ·
80052354 (1) ·
80053044 (1) ·
80054760 (1) ·
80054780 (1) ·
80054881 (1) ·
80054885 (1) ·
80055088 (1) ·
80055270 (1) ·
80055282 (1) ·
80060114 (1) ·
80060914 (1) ·
80063334 (1) ·
80195034 (1) ·
80201436 (1) ·
80432415 (1) ·
80434410 (1) ·
81002450 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
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) ·
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) ·
No deficiencies (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (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)
Future 114:
Clearance 116:
Showing below up to 28 results in range #1 to #28.
