Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Australian Ave. ' (1) ·
'CITRUS BLVD. ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR 804 ' (1) ·
'SR-472 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 NB ' (1) ·
Grant Rd. (1) ·
I-95 (1)
Number 008:
700059 (1) ·
700134 (1) ·
700158 (1) ·
700222 (1) ·
700230 (1) ·
790055 (1) ·
790087 (1) ·
890117 (1) ·
890118 (1) ·
894060 (1) ·
930289 (1) ·
930374 (1) ·
930450 (1) ·
930529 (1) ·
940018 (1) ·
940026 (1)
Location 009:
'0.2MILE S OF SW BECKER RD' (1) ·
'3MI S of SR-70 ' (1) ·
'AT MARTIN COUNTY LINE ' (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) ·
'Just West of I 95 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'North of P. Beach Airport' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'US-1 NB - FECRR ' (1) ·
1.3 Mi. East of CR-507 (1) ·
I-95 over Wickham Road (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
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) ·
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 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 16 results in range #1 to #16.
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