Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13771 (1) ·
13805 (1) ·
15243 (1) ·
15259 (1) ·
15745 (1) ·
15746 (1) ·
15767 (1) ·
15768 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Canal ' (1) ·
'Crane Creek Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-2-W canal ' (1) ·
'E-4 CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'FL. TURNPIKE ' (1) ·
'Goat Creek ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Lateral J Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Reed Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Underhill Slough ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'26th Street ' (1) ·
'Ballough Street ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Gradick Drive ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'John Rhodes Blvd. ' (1) ·
'Lake Harney Road ' (1) ·
'Lantern Park Drive' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'SR-9(I-95) ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'Wickham Road ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1) ·
Pineda Causeway (1)
Number 008:
700226 (1) ·
704096 (1) ·
704101 (1) ·
704189 (1) ·
704197 (1) ·
794050 (1) ·
795000 (1) ·
796549 (1) ·
884070 (1) ·
884080 (1) ·
890123 (1) ·
890144 (1) ·
930448 (1) ·
930449 (1) ·
934128 (1) ·
934129 (1) ·
934222 (1) ·
934313 (1) ·
934332 (1) ·
934345 (1) ·
934346 (1) ·
934901 (1) ·
934916 (1) ·
934925 (1) ·
934926 (1) ·
934936 (1) ·
934938 (1) ·
934939 (1) ·
934942 (1) ·
934945 (1) ·
934946 (1) ·
934952 (1) ·
937706 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At 74th Ave ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26195525 (1) ·
26233917 (1) ·
26233970 (1) ·
26252703 (1) ·
26252771 (1) ·
26290212 (1) ·
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26314182 (1) ·
26314200 (1) ·
26332602 (1) ·
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26342072 (1) ·
26344632 (1) ·
26360809 (1) ·
26422263 (1) ·
26432987 (1) ·
26525635 (1) ·
26525705 (1) ·
26575410 (1) ·
27041365 (1) ·
27351268 (1) ·
27384680 (1) ·
27575403 (1) ·
28050700 (1) ·
28080403 (1) ·
28113400 (1) ·
28171664 (1) ·
28470565 (1) ·
29093020 (1) ·
29133119 (1)
Longitude 017:
80043860 (1) ·
80043939 (1) ·
80043945 (1) ·
80050618 (1) ·
80052259 (1) ·
80071862 (1) ·
80072169 (1) ·
80074383 (1) ·
80074641 (1) ·
80074643 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80101305 (1) ·
80101307 (1) ·
80101583 (1) ·
80101586 (1) ·
80101941 (1) ·
80102114 (1) ·
80102313 (1) ·
80112200 (1) ·
80135984 (1) ·
80144362 (1) ·
80231829 (1) ·
80284503 (1) ·
80340513 (1) ·
80401823 (1) ·
80420065 (1) ·
80422199 (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:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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 (including piles) on dry land well above flood water elevations. (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 (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 not over waterway. (1)
Future 114:
Clearance 116:
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