Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'Canal L-14 ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'FIVE MILE CREEK ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-2E Canal ' (1) ·
'North Relief Canal ' (1) ·
'Northlake Blvd. WB ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'Tidal Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turnpike (SR-91) ' (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'45th Street CR-702' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'Congress Ave. ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Loxahatchee Slough' (1) ·
'Lyons Rd ' (1) ·
'Northlake Blvd. EB' (1) ·
'Spanish River Blvd' (1) ·
'West Farms Road ' (1)
Number 008:
884067 (1) ·
884068 (1) ·
884071 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
884085 (1) ·
884093 (1) ·
884100 (1) ·
884101 (1) ·
884104 (1) ·
894053 (1) ·
894056 (1) ·
894063 (1) ·
930163 (1) ·
934166 (1) ·
934167 (1) ·
934168 (1) ·
934179 (1) ·
934369 (1) ·
934954 (1) ·
934968 (1) ·
934969 (1) ·
935223 (1) ·
940070 (1)
Location 009:
'0.25 Mile N of Center St.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (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 Ave.) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Indian Riverside Park ' (1)
Latitude 016:
26231230 (1) ·
26243156 (1) ·
26243219 (1) ·
26333297 (1) ·
26350300 (1) ·
26360932 (1) ·
26453630 (1) ·
26483934 (1) ·
26483998 (1) ·
26563620 (1) ·
27011625 (1) ·
27011700 (1) ·
27134591 (1) ·
27243079 (1) ·
27351498 (1) ·
27354064 (1) ·
27375400 (1) ·
27391280 (1) ·
27393890 (1) ·
27400430 (1) ·
27412300 (1) ·
27413623 (1) ·
27415031 (1) ·
27442320 (1) ·
27454113 (1)
Longitude 017:
80024400 (1) ·
80052230 (1) ·
80065730 (1) ·
80071860 (1) ·
80080080 (1) ·
80101532 (1) ·
80101536 (1) ·
80103494 (1) ·
80103501 (1) ·
80112020 (1) ·
80125217 (1) ·
80212904 (1) ·
80251400 (1) ·
80254929 (1) ·
80260616 (1) ·
80263114 (1) ·
80264934 (1) ·
80274502 (1) ·
80274510 (1) ·
80274600 (1) ·
80274650 (1) ·
80284500 (1) ·
80285590 (1) ·
80365199 (1) ·
80383118 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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:
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:
Future Year 115:
Clearance 116:
Showing below up to 25 results in range #1 to #25.
