Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13726 (1) ·
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
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'Callalisa Creek ' (1) ·
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'E-4 CANAL ' (1) ·
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'Golf Cart Underpass ' (1) ·
'Halifax River ' (1) ·
'I 95 SR 9 ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'Range Line Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'US-192 ' (1) ·
'West Palm Beach Canal ' (1) ·
'WPB Drainage Canal ' (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'8th Street N ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'Central Blvd. ' (1) ·
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'Haverhill Road ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
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'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
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'US-27/SR-80 NB ' (1) ·
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'US-98 (SR-80) ' (1) ·
I-95 (1)
Number 008:
700209 (1) ·
700222 (1) ·
790147 (1) ·
790151 (1) ·
790152 (1) ·
884081 (1) ·
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Location 009:
'0.14MI N of Indiantown Rd' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'4 miles west of SR 7 ' (1) ·
'56th Place North ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'At 74th Avenue ' (1) ·
'At John Stretch Park ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Between SR704 and 12th St' (1) ·
'I-95 over US-192 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26290244 (1) ·
26290245 (1) ·
26332602 (1) ·
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26404695 (1) ·
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27412300 (1) ·
27413623 (1) ·
28044400 (1) ·
28134900 (1) ·
29012564 (1) ·
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29083964 (1)
Longitude 017:
80022456 (1) ·
80050018 (1) ·
80050618 (1) ·
80052775 (1) ·
80061936 (1) ·
80065835 (1) ·
80070800 (1) ·
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80072169 (1) ·
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80101305 (1) ·
80101307 (1) ·
80104200 (1) ·
80120775 (1) ·
80120925 (1) ·
80162947 (1) ·
80172828 (1) ·
80195034 (1) ·
80251400 (1) ·
80253500 (1) ·
80260616 (1) ·
80284500 (1) ·
80422199 (1) ·
80430700 (1) ·
80482471 (1) ·
80482472 (1) ·
80541414 (1) ·
80550332 (1) ·
80590233 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
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