Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-17 Canal ' (1) ·
'Creek ' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'L-19 Canal ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Okeechobee Waterway ' (1) ·
'RIO MAR BAY ' (1) ·
'Thompson River ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'10th Ave North ' (1) ·
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Central Blvd ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-717 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Levee Road ' (1) ·
'LPGA Blvd ' (1) ·
'Military Trail ' (1) ·
'SR 710 ' (1) ·
'SR 804 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'VETERANS WALK ' (1) ·
US-1 (1)
Number 008:
700224 (1) ·
790171 (1) ·
790801 (1) ·
884038 (1) ·
884047 (1) ·
884071 (1) ·
885808 (1) ·
894062 (1) ·
930069 (1) ·
930072 (1) ·
930237 (1) ·
930263 (1) ·
930289 (1) ·
930379 (1) ·
930534 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934126 (1) ·
934138 (1) ·
934360 (1) ·
935508 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJACENT TO US-441 ' (1) ·
'At CR-613 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Just W. of Congress Ave.' (1) ·
'Just West of I 95 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26270705 (1) ·
26273366 (1) ·
26290520 (1) ·
26314090 (1) ·
26314400 (1) ·
26342300 (1) ·
26352894 (1) ·
26354162 (1) ·
26374035 (1) ·
26421986 (1) ·
26461200 (1) ·
26494457 (1) ·
26512802 (1) ·
26562485 (1) ·
27093370 (1) ·
27335447 (1) ·
27351498 (1) ·
27385354 (1) ·
27421622 (1) ·
27511720 (1) ·
29095886 (1) ·
29131187 (1)
Longitude 017:
80040645 (1) ·
80041914 (1) ·
80042770 (1) ·
80050391 (1) ·
80053100 (1) ·
80054734 (1) ·
80054787 (1) ·
80061936 (1) ·
80064901 (1) ·
80121942 (1) ·
80151390 (1) ·
80220390 (1) ·
80255073 (1) ·
80264934 (1) ·
80274430 (1) ·
80292802 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80424695 (1) ·
81061122 (1) ·
81091698 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
N/A (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 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 not over waterway. (1)
Future 114:
Clearance 116:
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