Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12155 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Deep Creek ' (1) ·
'E-3 CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-5 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'NORTH CANAL ' (1) ·
'Palmetto Park Road ' (1) ·
'Raulerson Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-513 ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EB SR60 ' (1) ·
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'I 95 NB ' (1) ·
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'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JOG ROAD ' (1) ·
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'LINTON BLVD ' (1) ·
'Malabar Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'S Williamson Blvd ' (1) ·
'SAVONA BLVD. ' (1) ·
'Saxon Blvd EB ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR-404 EB ' (1) ·
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'SR-407 ' (1) ·
'SR-60 WB ' (1) ·
'SR-700 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SW 18th Street ' (1) ·
'US-17 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1)
Number 008:
700083 (1) ·
700091 (1) ·
700149 (1) ·
704004 (1) ·
705953 (1) ·
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945256 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1.9Mi S OF WOOLBRIGHT ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Boca Raton ' (1) ·
'Palm Beach - Broward Line' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1) ·
'US-17 over Deep Creek ' (1)
Latitude 016:
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29094796 (1)
Longitude 017:
80051706 (1) ·
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80070200 (1) ·
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80313151 (1) ·
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80362349 (1) ·
80401800 (1) ·
80424614 (1) ·
80501889 (1) ·
81025225 (1) ·
81161879 (1) ·
81232561 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
102500 (1) ·
10600 (1) ·
11321 (1) ·
14200 (1) ·
1440 (1) ·
1750 (1) ·
17500 (1) ·
18000 (1) ·
190 (1) ·
21000 (1) ·
24000 (1) ·
24900 (1) ·
250 (1) ·
2500 (1) ·
28140 (1) ·
2871 (1) ·
31000 (1) ·
3400 (1) ·
3500 (1) ·
3550 (1) ·
3600 (1) ·
5000 (1) ·
6960 (1) ·
7200 (1) ·
78500 (1) ·
8100 (1) ·
8400 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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) ·
Bridge not over waterway. (1)
Future 114:
12492 (1) ·
13132 (1) ·
136198 (1) ·
14054 (1) ·
14574 (1) ·
1728 (1) ·
17350 (1) ·
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18391 (1) ·
21600 (1) ·
24637 (1) ·
300 (1) ·
3036 (1) ·
30362 (1) ·
330 (1) ·
3318 (1) ·
36435 (1) ·
4000 (1) ·
41640 (1) ·
4320 (1) ·
43202 (1) ·
4337 (1) ·
48823 (1) ·
53785 (1) ·
5899 (1) ·
6000 (1) ·
6072 (1) ·
6159 (1) ·
8352 (1)
Clearance 116:
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