Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12238 (1) ·
12244 (1) ·
15187 (1) ·
15235 (1) ·
15237 (1) ·
15238 (1) ·
15239 (1) ·
15248 (1) ·
15249 (1) ·
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15821 (1) ·
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15927 (1) ·
16074 (1) ·
18769 (1) ·
18776 (1) ·
19530 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Creek ' (1) ·
'Cypress Creek ' (1) ·
'Drainage Canal ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'St Johns River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'Alta Drive ' (1) ·
'CENTRAL BLVD ' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Indian Lake Road ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK AVE. W. ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-520 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WB SR 70 ' (1) ·
SR-46 (1)
Number 008:
700194 (1) ·
700200 (1) ·
790801 (1) ·
795503 (1) ·
884066 (1) ·
890115 (1) ·
890117 (1) ·
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936500 (1) ·
940119 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.5 miles North of SR-706' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At LPGA Blvd. ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26210062 (1) ·
26210118 (1) ·
26252770 (1) ·
26252771 (1) ·
26321971 (1) ·
26405249 (1) ·
26411370 (1) ·
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27222475 (1) ·
27375405 (1) ·
28221061 (1) ·
28395620 (1) ·
29095886 (1) ·
29143549 (1)
Longitude 017:
80040992 (1) ·
80045519 (1) ·
80052450 (1) ·
80071862 (1) ·
80071933 (1) ·
80080218 (1) ·
80101404 (1) ·
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80265070 (1) ·
80265190 (1) ·
80295022 (1) ·
80375380 (1) ·
80401144 (1) ·
80522244 (1) ·
80543618 (1) ·
81025160 (1) ·
81091698 (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: (Click arrow to add another value)
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:
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:
Clearance 116:
Showing below up to 29 results in range #1 to #29.
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