Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13660 (1) ·
13666 (1) ·
13693 (1) ·
13694 (1) ·
13703 (1) ·
13708 (1) ·
13715 (1) ·
13724 (1) ·
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19477 (1)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'Canal ' (1) ·
'CANAL-17 ' (1) ·
'Daytona Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'Halifax River IWW ' (1) ·
'IWW Halifax River ' (1) ·
'Murray Creek ' (1) ·
'Navy Canal ' (1) ·
'Nova Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'US-92 ' (1)
Critical 006b:
Facility 007:
'Ballough Street ' (1) ·
'Bellevue Ave ' (1) ·
'Driveway Ent. Exit' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'Main Street ' (1) ·
'Old Dixie Highway ' (1) ·
'Riverside Dr ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-400 ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-5A ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 On/Off Rmp106' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-92 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'Williamson Blvd ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
790008 (1) ·
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795000 (1) ·
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930146 (1) ·
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931011 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.4 Mi W of I-95 ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.4 miles North of US-92 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26474455 (1) ·
26481194 (1) ·
26490300 (1) ·
26490899 (1) ·
28491441 (1) ·
29044616 (1) ·
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29133119 (1) ·
29134915 (1) ·
29135230 (1) ·
29144556 (1)
Longitude 017:
80045519 (1) ·
80075078 (1) ·
80075297 (1) ·
80075399 (1) ·
80513571 (1) ·
80572087 (1) ·
81005684 (1) ·
81005748 (1) ·
81010394 (1) ·
81011854 (1) ·
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81014361 (1) ·
81014689 (1) ·
81015422 (1) ·
81020145 (1) ·
81021145 (1) ·
81050336 (1) ·
81050574 (1) ·
81051588 (1) ·
81052615 (1) ·
81052672 (1) ·
81052755 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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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