Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'ARCHIES CREEK ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2W CANAL ' (1) ·
'Hillsboro Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'PHIPP CANAL ' (1) ·
'Salerno Creek ' (1)
Critical 006b:
Facility 007:
'13th Street SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'AUDUBON CSWY ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Lake Worth Road ' (1) ·
'Loxahatchee Slough' (1) ·
'MARINA BLVD. ' (1) ·
'Northlake Blvd. EB' (1) ·
'NW 2ND ST ' (1) ·
'Private Road ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SE 7TH STREET ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'Stribling Way ' (1)
Number 008:
884071 (1) ·
884085 (1) ·
884093 (1) ·
884100 (1) ·
884101 (1) ·
884105 (1) ·
885603 (1) ·
890082 (1) ·
894055 (1) ·
894057 (1) ·
930333 (1) ·
930334 (1) ·
930360 (1) ·
930413 (1) ·
930812 (1) ·
931008 (1) ·
934137 (1) ·
934167 (1) ·
934168 (1) ·
934301 (1) ·
934326 (1) ·
934943 (1) ·
934944 (1) ·
935100 (1) ·
936451 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At CR-613 ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
26195136 (1) ·
26210580 (1) ·
26222497 (1) ·
26272575 (1) ·
26335150 (1) ·
26370131 (1) ·
26371314 (1) ·
26380939 (1) ·
26381235 (1) ·
26405710 (1) ·
26411370 (1) ·
26483934 (1) ·
26483998 (1) ·
26512989 (1) ·
27012740 (1) ·
27033219 (1) ·
27083630 (1) ·
27344850 (1) ·
27351498 (1) ·
27354064 (1) ·
27391280 (1) ·
27393890 (1) ·
27415031 (1) ·
27464133 (1)
Longitude 017:
80024030 (1) ·
80041852 (1) ·
80074527 (1) ·
80100849 (1) ·
80101893 (1) ·
80103398 (1) ·
80103494 (1) ·
80103501 (1) ·
80115706 (1) ·
80120030 (1) ·
80120923 (1) ·
80121322 (1) ·
80121646 (1) ·
80142789 (1) ·
80165951 (1) ·
80254929 (1) ·
80255958 (1) ·
80264934 (1) ·
80264970 (1) ·
80274502 (1) ·
80274600 (1) ·
80274650 (1) ·
80284214 (1) ·
80393620 (1) ·
80401144 (1)
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 25 results in range #1 to #25.
