Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12231 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'I-95 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'RIO MAR BAY ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'SR 811 & FEC RR ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-17-92-St Johns River ' (1) ·
Horse Creek (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'1st St SW ' (1) ·
'5th Street ' (1) ·
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'Belvede to NB I-95' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Cow Creek Road ' (1) ·
'CR-516 ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-92 EB ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DUNN ROAD ' (1) ·
'EB SR 786 ' (1) ·
'Eldron Blvd. ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hunting Camp Road ' (1) ·
'I-4 EB ' (1) ·
'Investment Lane ' (1) ·
'Main Street ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ ROAD ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'VETERANS WALK ' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1) ·
'Woolbright Road ' (1) ·
SR-518 (1) ·
US-1 (1)
Number 008:
700184 (1) ·
700188 (1) ·
700206 (1) ·
700208 (1) ·
705917 (1) ·
705918 (1) ·
790197 (1) ·
790198 (1) ·
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936375 (1) ·
937367 (1) ·
945269 (1) ·
945270 (1) ·
945271 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2 mile East of US-1 ' (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) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1st overpass east of I-95' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'AT SR-7 US-441 ' (1) ·
'CR-516 over I-95 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'North of Belvedere Rd ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
SR-518 over Indian River (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26260295 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26290169 (1) ·
26304669 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
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26410722 (1) ·
26413700 (1) ·
26434195 (1) ·
26475245 (1) ·
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27070395 (1) ·
27214154 (1) ·
27220029 (1) ·
27220118 (1) ·
27354128 (1) ·
27360764 (1) ·
27370020 (1) ·
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28020728 (1) ·
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28100028 (1) ·
28212680 (1) ·
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28500676 (1) ·
28563029 (1) ·
28592979 (1) ·
28594816 (1) ·
29031634 (1) ·
29063307 (1) ·
29242747 (1)
Longitude 017:
80040300 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80052317 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
80054600 (1) ·
80055517 (1) ·
80055723 (1) ·
80075312 (1) ·
80121898 (1) ·
80135529 (1) ·
80144324 (1) ·
80162916 (1) ·
80213507 (1) ·
80214554 (1) ·
80214953 (1) ·
80215355 (1) ·
80220390 (1) ·
80264839 (1) ·
80264892 (1) ·
80264917 (1) ·
80370269 (1) ·
80384071 (1) ·
80392393 (1) ·
80393654 (1) ·
80393940 (1) ·
80401747 (1) ·
80563010 (1) ·
80581706 (1) ·
81022736 (1) ·
81025853 (1) ·
81071865 (1) ·
81112589 (1) ·
81184077 (1) ·
81190878 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10 (1) ·
1000 (1) ·
1040 (1) ·
1120 (1) ·
120 (1) ·
1200 (1) ·
1711 (1) ·
18000 (1) ·
18657 (1) ·
22200 (1) ·
25170 (1) ·
26500 (1) ·
2700 (1) ·
2880 (1) ·
2900 (1) ·
29000 (1) ·
33000 (1) ·
35500 (1) ·
3767 (1) ·
38250 (1) ·
4200 (1) ·
42500 (1) ·
43 (1) ·
4689 (1) ·
50000 (1) ·
55000 (1) ·
5850 (1) ·
594 (1) ·
600 (1) ·
605 (1) ·
7150 (1) ·
7300 (1) ·
7400 (1) ·
75 (1) ·
7900 (1) ·
9150 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10150 (1) ·
1050 (1) ·
12405 (1) ·
12666 (1) ·
12839 (1) ·
15875 (1) ·
1735 (1) ·
20 (1) ·
2070 (1) ·
2082 (1) ·
21600 (1) ·
22388 (1) ·
31462 (1) ·
3470 (1) ·
3600 (1) ·
38517 (1) ·
45978 (1) ·
4685 (1) ·
50315 (1) ·
5032 (1) ·
52 (1) ·
5420 (1) ·
57255 (1) ·
61592 (1) ·
6408 (1) ·
66364 (1) ·
719 (1) ·
7287 (1) ·
73738 (1) ·
850 (1) ·
86750 (1) ·
91 (1) ·
95425 (1) ·
9600 (1)
Showing below up to 38 results in range #1 to #38.
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