Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15632 (1) ·
15738 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'L-5 Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee River ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Okeechobee Waterway ' (1) ·
'Rio Mar Bay ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Troup Indiantown Canal ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'Bay Drive ' (1) ·
'Benoist Farms Rd ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'HOOD RD 110.944 ' (1) ·
'Island Way ' (1) ·
'Levee Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'Palm Bay Parkway ' (1) ·
'Park Road ' (1) ·
'River Drive ' (1) ·
'Riverbend Park Rd ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR A1A ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'TEQUESTA DRIVE ' (1)
Number 008:
705604 (1) ·
705924 (1) ·
884071 (1) ·
884104 (1) ·
885811 (1) ·
885812 (1) ·
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940158 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'100Ft. South of Bay Drive' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26362838 (1) ·
26370275 (1) ·
26401030 (1) ·
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28073710 (1)
Longitude 017:
80061282 (1) ·
80071860 (1) ·
80074430 (1) ·
80074938 (1) ·
80075297 (1) ·
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80090356 (1) ·
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80152060 (1) ·
80210453 (1) ·
80213627 (1) ·
80214090 (1) ·
80214400 (1) ·
80222800 (1) ·
80263114 (1) ·
80264934 (1) ·
80274510 (1) ·
80324800 (1) ·
80380610 (1) ·
80384610 (1) ·
80441510 (1) ·
80462658 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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: (Click arrow to add another value)
Direction 102: (Click arrow to add another value)
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:
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