Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Crane Creek Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Goat Creek ' (1) ·
'Halifax Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Lateral J Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'Reed Canal ' (1) ·
'South Relief Canal ' (1) ·
'St. Sebastian River ' (1) ·
'Ten Mile Creek ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'26th Street ' (1) ·
'66th Avenue ' (1) ·
'Alta Drive ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'CR605 Old Dixie ' (1) ·
'Daytona Avenue ' (1) ·
'Gradick Drive ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'John Rhodes Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'KIRK ROAD ' (1) ·
'Lantern Park Drive' (1) ·
'Linton Blvd. ' (1) ·
'LYONS ROAD ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SW 23RD AVE. ' (1) ·
'Wickham Road ' (1)
Number 008:
704096 (1) ·
704101 (1) ·
704189 (1) ·
704197 (1) ·
705923 (1) ·
795503 (1) ·
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796549 (1) ·
884070 (1) ·
884078 (1) ·
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884080 (1) ·
884084 (1) ·
884086 (1) ·
884098 (1) ·
884099 (1) ·
930302 (1) ·
934751 (1) ·
934956 (1) ·
934986 (1) ·
944016 (1)
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'At 74th Ave ' (1) ·
'At LPGA Blvd. ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
26252613 (1) ·
26262244 (1) ·
26302699 (1) ·
26403700 (1) ·
27234060 (1) ·
27351268 (1) ·
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27363546 (1) ·
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28050700 (1) ·
28080403 (1) ·
28171664 (1) ·
29093020 (1) ·
29143549 (1) ·
29144552 (1)
Longitude 017:
80044341 (1) ·
80055081 (1) ·
80061380 (1) ·
80111481 (1) ·
80205980 (1) ·
80231300 (1) ·
80231829 (1) ·
80274700 (1) ·
80274780 (1) ·
80284503 (1) ·
80294615 (1) ·
80302066 (1) ·
80302110 (1) ·
80340513 (1) ·
80401800 (1) ·
80401823 (1) ·
80420065 (1) ·
80443473 (1) ·
81002450 (1) ·
81022149 (1) ·
81025160 (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:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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:
Rebuilt 106:
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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