Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Canal ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'Crane Creek Canal ' (1) ·
'Daytona Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau Gallie River ' (1) ·
'GARDEN CANAL ' (1) ·
'Goat Creek ' (1) ·
'L-30 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral J Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Range Line Canal ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'26th Street ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Ballough Street ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'CYPRESS WAY ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Gradick Drive ' (1) ·
'John Rhodes Blvd. ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'Lake Harney Road ' (1) ·
'Lantern Park Drive' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'SR-9(I-95) ' (1) ·
'Wickham Road ' (1)
Number 008:
704096 (1) ·
704101 (1) ·
704189 (1) ·
704197 (1) ·
794050 (1) ·
795000 (1) ·
796549 (1) ·
884070 (1) ·
884080 (1) ·
884084 (1) ·
890123 (1) ·
890144 (1) ·
934251 (1) ·
934254 (1) ·
934278 (1) ·
934332 (1) ·
934428 (1) ·
934441 (1) ·
934936 (1) ·
934937 (1) ·
935204 (1) ·
937001 (1) ·
937703 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'At 74th Ave ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
26201757 (1) ·
26225750 (1) ·
26225797 (1) ·
26290244 (1) ·
26290245 (1) ·
26344632 (1) ·
26415450 (1) ·
26415533 (1) ·
26445565 (1) ·
26445590 (1) ·
26490539 (1) ·
26575410 (1) ·
27041365 (1) ·
27351268 (1) ·
27375420 (1) ·
27384680 (1) ·
27575403 (1) ·
28050700 (1) ·
28080403 (1) ·
28171664 (1) ·
28470565 (1) ·
29093020 (1) ·
29133119 (1)
Longitude 017:
80041664 (1) ·
80041713 (1) ·
80044280 (1) ·
80051244 (1) ·
80052259 (1) ·
80052354 (1) ·
80055282 (1) ·
80072101 (1) ·
80072169 (1) ·
80102114 (1) ·
80120021 (1) ·
80144362 (1) ·
80231829 (1) ·
80274700 (1) ·
80284503 (1) ·
80340513 (1) ·
80401823 (1) ·
80420065 (1) ·
80443473 (1) ·
81002450 (1) ·
81012374 (1) ·
81013072 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1) ·
No deficiencies (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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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