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:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FIVE MILE CREEK ' (1) ·
'L-38 CANAL ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Lake Worth ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'E/B Atlantic Ave. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Worth Road ' (1) ·
'Loxahatchee Slough' (1) ·
'Northlake Blvd. EB' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'W/B Atlantic Ave ' (1) ·
I-95 (1)
Number 008:
700229 (1) ·
884085 (1) ·
884093 (1) ·
884100 (1) ·
884101 (1) ·
884102 (1) ·
884103 (1) ·
930015 (1) ·
930413 (1) ·
930437 (1) ·
930440 (1) ·
930546 (1) ·
934167 (1) ·
934168 (1) ·
934327 (1) ·
934913 (1) ·
934938 (1) ·
934939 (1) ·
934952 (1) ·
940070 (1) ·
940158 (1)
Location 009:
'0.3 mi east of US 1 & PGA' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
26233940 (1) ·
26252703 (1) ·
26271300 (1) ·
26271450 (1) ·
26290212 (1) ·
26290213 (1) ·
26322087 (1) ·
26370131 (1) ·
26390331 (1) ·
26483934 (1) ·
26483998 (1) ·
26503760 (1) ·
27224250 (1) ·
27243079 (1) ·
27354064 (1) ·
27391280 (1) ·
27393890 (1) ·
27403120 (1) ·
27405750 (1) ·
27415031 (1) ·
28314000 (1)
Longitude 017:
80032660 (1) ·
80055515 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80085039 (1) ·
80102980 (1) ·
80103080 (1) ·
80103494 (1) ·
80103501 (1) ·
80121068 (1) ·
80121646 (1) ·
80152060 (1) ·
80212904 (1) ·
80254929 (1) ·
80274502 (1) ·
80274550 (1) ·
80274570 (1) ·
80274600 (1) ·
80274650 (1) ·
80510650 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
