Drilldown: bridge data
From Indian River Lagoon Project
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Place 004:
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Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'Lateral Canal A ' (1) ·
'LATERAL U CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1) ·
'WARNER CREEK ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Alta Drive ' (1) ·
'CAMINO REAL ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB SR706 ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Indian Lake Road ' (1) ·
'ISLAND WAY ' (1) ·
'JOG ROAD SB ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PARK AVE. W. ' (1) ·
'Port St. John Pkwy' (1) ·
'SR-421 ' (1) ·
'SR-520 ' (1) ·
'SR-520 WB ' (1) ·
'SR-60 ' (1) ·
'SR-714 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-1 ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WB SR 706 ' (1) ·
SR-46 (1)
Number 008:
700193 (1) ·
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Location 009:
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
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Longitude 017:
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81091698 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
11000 (1) ·
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121 (1) ·
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1950 (1) ·
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354 (1) ·
3550 (1) ·
39250 (1) ·
4 (1) ·
5 (1) ·
5900 (1) ·
6 (1) ·
7400 (1) ·
7700 (1) ·
8000 (1) ·
8200 (1) ·
910 (1) ·
9100 (1)
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) ·
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) ·
N/A (1)
Inspect Date 090: (Click arrow to add another value)
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 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:
1000 (1) ·
10236 (1) ·
1092 (1) ·
12839 (1) ·
13360 (1) ·
13880 (1) ·
14227 (1) ·
150 (1) ·
15000 (1) ·
15788 (1) ·
1800 (1) ·
20994 (1) ·
22080 (1) ·
2275 (1) ·
300 (1) ·
32098 (1) ·
4 (1) ·
40772 (1) ·
41206 (1) ·
41640 (1) ·
428 (1) ·
45978 (1) ·
49448 (1) ·
5552 (1) ·
6 (1) ·
6159 (1) ·
68099 (1) ·
9 (1)
Clearance 116:
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