Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'St Johns River Relief ' (1) ·
'W. Relief Indian River ' (1)
Critical 006b:
Facility 007:
'CORKSCREW BLVD. ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR 880 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'I 95 SR 9 ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'JOG ROAD ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'NW 27TH AVE. ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SAVONA BLVD. ' (1) ·
'SR-46 ' (1) ·
'SR-76 ' (1) ·
'SR-80 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 23RD AVE. ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
Number 008:
790029 (1) ·
885810 (1) ·
890079 (1) ·
890127 (1) ·
890138 (1) ·
894021 (1) ·
930029 (1) ·
930038 (1) ·
930241 (1) ·
930273 (1) ·
930302 (1) ·
930432 (1) ·
930512 (1) ·
930513 (1) ·
934116 (1) ·
934273 (1) ·
934341 (1) ·
934342 (1) ·
934502 (1) ·
934911 (1) ·
937367 (1) ·
945256 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'.2mi East of US-27 ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'2.5Mi W of US-1 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26234852 (1) ·
26234905 (1) ·
26252148 (1) ·
26302699 (1) ·
26315179 (1) ·
26351510 (1) ·
26351567 (1) ·
26360600 (1) ·
26384270 (1) ·
26395130 (1) ·
26404140 (1) ·
26413511 (1) ·
26434195 (1) ·
26485165 (1) ·
26571548 (1) ·
26581931 (1) ·
26590684 (1) ·
27064891 (1) ·
27150311 (1) ·
27161021 (1) ·
27384120 (1) ·
28423852 (1)
Longitude 017:
80040830 (1) ·
80042484 (1) ·
80043488 (1) ·
80044182 (1) ·
80044190 (1) ·
80044341 (1) ·
80065384 (1) ·
80084271 (1) ·
80095581 (1) ·
80102293 (1) ·
80104223 (1) ·
80133779 (1) ·
80135529 (1) ·
80152053 (1) ·
80231068 (1) ·
80244948 (1) ·
80345484 (1) ·
80350835 (1) ·
80350917 (1) ·
80424470 (1) ·
80482588 (1) ·
81012278 (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:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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