Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15584 (1) ·
15586 (1) ·
15597 (1) ·
15603 (1) ·
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County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'LAKE WORTH ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'North Lake ' (1) ·
'RELIEF CANAL ' (1) ·
'Tide Relief Canal ' (1) ·
'Triple box culvert ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'AUDUBON BLVD. ' (1) ·
'Blue Heron Blvd. ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'EB North Lake Blvd' (1) ·
'EB SR-710 ' (1) ·
'HOLLY DRIVE ' (1) ·
'I 95 SR 9 ' (1) ·
'IBIS WAY ' (1) ·
'ISLAND ROAD ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Military Trail ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PINETREE LANE ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SR-710 ' (1) ·
'SR-A1A ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW THIRD ST ' (1) ·
'US98&441 SR700&15' (1) ·
'VILLAGE BLVD ' (1) ·
'West Atlantic Ave.' (1)
Number 008:
930032 (1) ·
930050 (1) ·
930091 (1) ·
930120 (1) ·
930121 (1) ·
930171 (1) ·
930178 (1) ·
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936261 (1) ·
936801 (1) ·
936802 (1) ·
937000 (1) ·
937002 (1) ·
937702 (1) ·
937704 (1) ·
937712 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'1mi. W of US-1. ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'A1A on Singer Island ' (1) ·
'At SR-7/US-441 ' (1) ·
'At US-441/SR-7 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-80 & Military Trail ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26200900 (1) ·
26200974 (1) ·
26201002 (1) ·
26201913 (1) ·
26202088 (1) ·
26202500 (1) ·
26202775 (1) ·
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26204432 (1) ·
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26414288 (1) ·
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26445867 (1) ·
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26465191 (1) ·
26482760 (1) ·
26484490 (1) ·
26490130 (1) ·
26490150 (1) ·
26490902 (1) ·
26492346 (1) ·
26500886 (1) ·
26502490 (1) ·
26521995 (1) ·
26550153 (1)
Longitude 017:
80022456 (1) ·
80022643 (1) ·
80023337 (1) ·
80040198 (1) ·
80040588 (1) ·
80042050 (1) ·
80044300 (1) ·
80044331 (1) ·
80050036 (1) ·
80050169 (1) ·
80050363 (1) ·
80050508 (1) ·
80051210 (1) ·
80052862 (1) ·
80053044 (1) ·
80053750 (1) ·
80054881 (1) ·
80054885 (1) ·
80055250 (1) ·
80055270 (1) ·
80060114 (1) ·
80060914 (1) ·
80064300 (1) ·
80075082 (1) ·
80075828 (1) ·
80092239 (1) ·
80101847 (1) ·
80102258 (1) ·
80102860 (1) ·
80112928 (1) ·
80115311 (1) ·
80120952 (1) ·
80120955 (1) ·
80121006 (1) ·
80144509 (1) ·
80364774 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
12600 (1) ·
12700 (1) ·
1500 (1) ·
171500 (1) ·
18000 (1) ·
213000 (1) ·
3000 (1) ·
3200 (1) ·
324 (1) ·
3450 (1) ·
37000 (1) ·
39500 (1) ·
4200 (1) ·
4300 (1) ·
43000 (1) ·
43500 (1) ·
4500 (1) ·
4580 (1) ·
46000 (1) ·
4700 (1) ·
4800 (1) ·
5000 (1) ·
5500 (1) ·
6363 (1) ·
7150 (1) ·
802 (1) ·
9100 (1) ·
9188 (1) ·
9700 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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)
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) ·
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:
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)
Future 114:
10410 (1) ·
12405 (1) ·
1301 (1) ·
1562 (1) ·
15789 (1) ·
15941 (1) ·
16830 (1) ·
19050 (1) ·
2000 (1) ·
2020 (1) ·
21861 (1) ·
2603 (1) ·
297552 (1) ·
31230 (1) ·
3600 (1) ·
369555 (1) ·
3840 (1) ·
5205 (1) ·
521 (1) ·
5290 (1) ·
5552 (1) ·
6000 (1) ·
6017 (1) ·
6073 (1) ·
64195 (1) ·
68532 (1) ·
6940 (1) ·
7050 (1) ·
7114 (1) ·
7460 (1) ·
74605 (1) ·
75472 (1) ·
7636 (1) ·
79810 (1) ·
9625 (1)
Clearance 116:
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