Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'C STANLEY WEAVER CANAL ' (1) ·
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'Canal - D ' (1) ·
'CANAL E-4 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'LIPTOG CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L30 Canal ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SFWMD C-51 CANAL ' (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'2nd AVENUE NORTH ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BARWICK RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'Hagen Ranch Road ' (1) ·
'Haverhill Rd ' (1) ·
'JOG ROAD ' (1) ·
'KELLER ROAD ' (1) ·
'LAKE IDA ROAD ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PROSPERITY FARMS R' (1) ·
'S. VERDE TRAIL ' (1) ·
'SAM SENTER RD ' (1) ·
'SR-715 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'US-98 (SR-80) ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'W LAKE RD CR-717 ' (1)
Number 008:
930107 (1) ·
930241 (1) ·
930402 (1) ·
930471 (1) ·
934116 (1) ·
934273 (1) ·
934278 (1) ·
934359 (1) ·
934364 (1) ·
934455 (1) ·
934505 (1) ·
934513 (1) ·
934903 (1) ·
934911 (1) ·
934950 (1) ·
934958 (1) ·
934965 (1) ·
935203 (1) ·
936350 (1) ·
937703 (1) ·
937710 (1) ·
937711 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'At S Military Trail ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1)
Latitude 016:
26193002 (1) ·
26212624 (1) ·
26252148 (1) ·
26281595 (1) ·
26290179 (1) ·
26290216 (1) ·
26322054 (1) ·
26361478 (1) ·
26370900 (1) ·
26374144 (1) ·
26381073 (1) ·
26404140 (1) ·
26404244 (1) ·
26405778 (1) ·
26413800 (1) ·
26420225 (1) ·
26440062 (1) ·
26440066 (1) ·
26445565 (1) ·
26445590 (1) ·
26485165 (1) ·
26571548 (1)
Longitude 017:
80041664 (1) ·
80041713 (1) ·
80041919 (1) ·
80042484 (1) ·
80043488 (1) ·
80044229 (1) ·
80045781 (1) ·
80050508 (1) ·
80051796 (1) ·
80053153 (1) ·
80053241 (1) ·
80065226 (1) ·
80072023 (1) ·
80074514 (1) ·
80084271 (1) ·
80094882 (1) ·
80095067 (1) ·
80095581 (1) ·
80162947 (1) ·
80321889 (1) ·
80410200 (1) ·
80413808 (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 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 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)
Future 114:
Clearance 116:
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