Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15729 (1) ·
15730 (1) ·
15731 (1) ·
15732 (1) ·
15733 (1) ·
15738 (1) ·
15757 (1) ·
15921 (1) ·
15922 (1) ·
17899 (1) ·
17900 (1) ·
18735 (1) ·
19166 (1) ·
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19175 (1) ·
19375 (1) ·
19421 (1) ·
19428 (1) ·
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19438 (1) ·
19489 (1) ·
19513 (1) ·
19545 (1) ·
19556 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-52 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CR 702 45th Street ' (1) ·
'CSX RR ' (1) ·
'FL. TURNPIKE ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Habitat Connectivity ' (1) ·
'I-95 ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Over D Canal ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 91 TPK ' (1) ·
'St. John's Marsh ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Crosstown Parkway ' (1) ·
'E Gateway Blvd ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KIRK ROAD ' (1) ·
'Prosperity Farms R' (1) ·
'SR-40 WB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'Tangerine Drive ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
704097 (1) ·
704098 (1) ·
790194 (1) ·
880090 (1) ·
880092 (1) ·
880093 (1) ·
880095 (1) ·
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880099 (1) ·
930429 (1) ·
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930458 (1) ·
930511 (1) ·
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930800 (1) ·
934178 (1) ·
934751 (1) ·
934945 (1) ·
934946 (1) ·
940157 (1) ·
944018 (1)
Location 009:
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2Mi West of CR-512 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26233917 (1) ·
26233970 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26330220 (1) ·
26363210 (1) ·
26363990 (1) ·
26403700 (1) ·
26410304 (1) ·
26430765 (1) ·
26453240 (1) ·
26465960 (1) ·
26512009 (1) ·
26515528 (1) ·
27174425 (1) ·
27220381 (1) ·
27382633 (1) ·
27382800 (1) ·
27382850 (1) ·
27382860 (1) ·
27395790 (1) ·
27395850 (1) ·
28155940 (1) ·
28160000 (1) ·
29153216 (1)
Longitude 017:
80040610 (1) ·
80040740 (1) ·
80041485 (1) ·
80041860 (1) ·
80052285 (1) ·
80052810 (1) ·
80055680 (1) ·
80061380 (1) ·
80074430 (1) ·
80101583 (1) ·
80101586 (1) ·
80101974 (1) ·
80101977 (1) ·
80102271 (1) ·
80102293 (1) ·
80162939 (1) ·
80221334 (1) ·
80324763 (1) ·
80403783 (1) ·
80430030 (1) ·
80433200 (1) ·
80434440 (1) ·
80434460 (1) ·
80475710 (1) ·
80475780 (1) ·
81110777 (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:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
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. (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:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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 27 results in range #1 to #27.
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