Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12141 (1) ·
12195 (1) ·
13704 (1) ·
15179 (1) ·
15181 (1) ·
15237 (1) ·
15238 (1) ·
15597 (1) ·
15805 (1) ·
15851 (1) ·
15882 (1) ·
15883 (1) ·
15884 (1) ·
15896 (1) ·
15915 (1) ·
15916 (1) ·
15926 (1) ·
17864 (1) ·
17878 (1) ·
17883 (1) ·
17884 (1) ·
19371 (1) ·
19372 (1) ·
19373 (1) ·
19454 (1) ·
19546 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CR 708 ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-2W Canal ' (1) ·
'FECRR ' (1) ·
'L-38 CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
Addison Canal (1) ·
Horse Creek (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'E/B Atlantic Ave. ' (1) ·
'HAVERHILL ROAD ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PK RD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR A1A ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US-1 NB ' (1) ·
'US98&441 SR700&15' (1) ·
'W. CAMINO REAL ' (1) ·
'W/B Atlantic Ave ' (1) ·
I-95 (1) ·
US-1 (1)
Number 008:
700059 (1) ·
700134 (1) ·
700206 (1) ·
700222 (1) ·
700229 (1) ·
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790087 (1) ·
884058 (1) ·
884060 (1) ·
890117 (1) ·
890118 (1) ·
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930437 (1) ·
930440 (1) ·
930450 (1) ·
930546 (1) ·
934256 (1) ·
934406 (1) ·
934900 (1) ·
934901 (1) ·
934902 (1) ·
934918 (1) ·
934938 (1) ·
934939 (1) ·
934952 (1) ·
940158 (1)
Location 009:
'0.3 mi east of US 1 & PGA' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (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) ·
'NB I-95 over CR 708 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26195472 (1) ·
26195525 (1) ·
26203879 (1) ·
26210226 (1) ·
26222805 (1) ·
26252703 (1) ·
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28365858 (1) ·
28365910 (1) ·
28395825 (1) ·
28493662 (1)
Longitude 017:
80032660 (1) ·
80070375 (1) ·
80074380 (1) ·
80074383 (1) ·
80074489 (1) ·
80074511 (1) ·
80084773 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80101517 (1) ·
80102980 (1) ·
80103080 (1) ·
80140214 (1) ·
80140445 (1) ·
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80230306 (1) ·
80230357 (1) ·
80364774 (1) ·
80384071 (1) ·
80430700 (1) ·
80510378 (1) ·
80510486 (1) ·
80510650 (1) ·
80511328 (1) ·
80521049 (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 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 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:
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