Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Bessey Creek ' (1) ·
'C-24 CANAL ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'Canoe Creek ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'E-1 Canal ' (1) ·
'FECRR ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Reed Canal ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-710 ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CLINT MOORE RD ' (1) ·
'CR-512 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARGINAL RD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RANGE LINERD CR609' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'Spanish River Blvd' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 48th Avenue ' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
I-95 (1)
Number 008:
700059 (1) ·
700134 (1) ·
700222 (1) ·
700230 (1) ·
790087 (1) ·
796500 (1) ·
884067 (1) ·
890117 (1) ·
890118 (1) ·
894061 (1) ·
930401 (1) ·
930450 (1) ·
930470 (1) ·
934214 (1) ·
934271 (1) ·
934272 (1) ·
934920 (1) ·
934921 (1) ·
934929 (1) ·
935223 (1) ·
940018 (1) ·
940026 (1) ·
940152 (1)
Location 009:
'0.3Mi E of Military Trail' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'3MI S of SR-70 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'Port of Palm Beach ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26211596 (1) ·
26211635 (1) ·
26220386 (1) ·
26222805 (1) ·
26231230 (1) ·
26243117 (1) ·
26401000 (1) ·
26401260 (1) ·
26401280 (1) ·
26460153 (1) ·
27023771 (1) ·
27023967 (1) ·
27102390 (1) ·
27122264 (1) ·
27201709 (1) ·
27265100 (1) ·
27442320 (1) ·
28134900 (1) ·
28365858 (1) ·
28365910 (1) ·
28395825 (1) ·
28493662 (1) ·
29092052 (1)
Longitude 017:
80031952 (1) ·
80065730 (1) ·
80084210 (1) ·
80084275 (1) ·
80101517 (1) ·
80104062 (1) ·
80121056 (1) ·
80121129 (1) ·
80121251 (1) ·
80140214 (1) ·
80140445 (1) ·
80190720 (1) ·
80222800 (1) ·
80282441 (1) ·
80285306 (1) ·
80383118 (1) ·
80430700 (1) ·
80510378 (1) ·
80510486 (1) ·
80511328 (1) ·
80521049 (1) ·
81005885 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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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