Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12116 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'I-95 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Miller Creek ' (1) ·
'MOORES CREEK ' (1) ·
'N RELIEF CANAL ' (1) ·
'North Relief Canal ' (1) ·
'RIO MAR BAY ' (1) ·
'Samsula Canal ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-516 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DUNN ROAD ' (1) ·
'Eldron Blvd. ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hunting Camp Road ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PURDY LANE ' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ ROAD ' (1) ·
'SR-80WB (Southern)' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'VETERANS WALK ' (1)
Number 008:
700007 (1) ·
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949901 (1)
Location 009:
'.7 mi S of Taylor Rd ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'3.75 Miles North of SR-60' (1) ·
'AT SR-7 US-441 ' (1) ·
'CR-516 over I-95 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
26260295 (1) ·
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Longitude 017:
80050886 (1) ·
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81040715 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10 (1) ·
1000 (1) ·
1040 (1) ·
10750 (1) ·
1120 (1) ·
120 (1) ·
1200 (1) ·
18000 (1) ·
25170 (1) ·
2880 (1) ·
29000 (1) ·
33000 (1) ·
3767 (1) ·
43 (1) ·
46500 (1) ·
4689 (1) ·
50000 (1) ·
52000 (1) ·
5850 (1) ·
5869 (1) ·
594 (1) ·
600 (1) ·
6818 (1) ·
7300 (1) ·
7456 (1) ·
7473 (1) ·
75 (1) ·
7800 (1) ·
8000 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
10000 (1) ·
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13533 (1) ·
1735 (1) ·
18651 (1) ·
20 (1) ·
2082 (1) ·
21600 (1) ·
31462 (1) ·
3470 (1) ·
3600 (1) ·
50315 (1) ·
52 (1) ·
5420 (1) ·
57255 (1) ·
6408 (1) ·
7101 (1) ·
719 (1) ·
80678 (1) ·
850 (1) ·
86750 (1) ·
9021 (1) ·
90220 (1) ·
91 (1)
Clearance 116:
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