Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I-95 ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'North Relief Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'33rd Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'BELVEDERE ROAD ' (1) ·
'Benoist Farms Rd ' (1) ·
'CAMINO REAL ' (1) ·
'CR-4009 ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'St. Johns Heritage' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'West Farms Road ' (1)
Number 008:
704097 (1) ·
704098 (1) ·
704190 (1) ·
794193 (1) ·
884067 (1) ·
884068 (1) ·
884071 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
884100 (1) ·
884104 (1) ·
894053 (1) ·
894056 (1) ·
934179 (1) ·
934271 (1) ·
934272 (1) ·
934273 (1) ·
934282 (1) ·
934297 (1) ·
934361 (1) ·
934711 (1) ·
934960 (1)
Location 009:
'0.25 Mile N of Center St.' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2.9 Miles South of US-192' (1) ·
'56th Place North ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26203857 (1) ·
26362838 (1) ·
26401260 (1) ·
26401280 (1) ·
26404140 (1) ·
26404400 (1) ·
26413216 (1) ·
26420393 (1) ·
26563620 (1) ·
27011625 (1) ·
27011700 (1) ·
27351498 (1) ·
27375400 (1) ·
27391280 (1) ·
27400430 (1) ·
27412300 (1) ·
27413623 (1) ·
27442320 (1) ·
27454113 (1) ·
28024500 (1) ·
28155940 (1) ·
28160000 (1) ·
29052660 (1)
Longitude 017:
80054960 (1) ·
80071860 (1) ·
80074938 (1) ·
80084210 (1) ·
80084271 (1) ·
80084275 (1) ·
80085094 (1) ·
80092158 (1) ·
80102700 (1) ·
80251400 (1) ·
80260616 (1) ·
80263114 (1) ·
80264934 (1) ·
80274510 (1) ·
80274650 (1) ·
80284500 (1) ·
80285590 (1) ·
80365199 (1) ·
80383118 (1) ·
80434440 (1) ·
80434460 (1) ·
80448000 (1) ·
81013690 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
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:
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 23 results in range #1 to #23.
