Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12230 (1) ·
12233 (1) ·
12284 (1) ·
12285 (1) ·
13678 (1) ·
13681 (1) ·
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13710 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Kellers Canal ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Padgett Creek ' (1) ·
'Rose Bay Canal ' (1) ·
'TEN MILE CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-516 ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DATE PALM RD ' (1) ·
'DUNN ROAD ' (1) ·
'Eldron Blvd. ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Main Street ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'Quantum Blvd. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SEMINOLE DR ' (1) ·
'SR-472 EB ' (1) ·
'SR-518 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR802 (Lake Worth)' (1) ·
'Walter Boardman Ln' (1)
Number 008:
700183 (1) ·
700188 (1) ·
705917 (1) ·
705918 (1) ·
790042 (1) ·
790053 (1) ·
790099 (1) ·
790100 (1) ·
790941 (1) ·
794122 (1) ·
794126 (1) ·
884055 (1) ·
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937000 (1) ·
937367 (1) ·
937703 (1) ·
937704 (1) ·
940015 (1) ·
940076 (1) ·
945269 (1) ·
945270 (1) ·
945271 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'100 ft E of Minton Road ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'AT SR-7 US-441 ' (1) ·
'CR-516 over I-95 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-518 - Indian River Rel' (1)
Latitude 016:
26192015 (1) ·
26260295 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26322120 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
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26445590 (1) ·
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28081497 (1) ·
28520760 (1) ·
28520804 (1) ·
28521781 (1) ·
28521801 (1) ·
28571848 (1) ·
29063307 (1) ·
29242747 (1)
Longitude 017:
80035203 (1) ·
80040588 (1) ·
80041664 (1) ·
80050036 (1) ·
80050085 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80051210 (1) ·
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80053541 (1) ·
80053609 (1) ·
80055545 (1) ·
80055723 (1) ·
80121898 (1) ·
80135529 (1) ·
80213507 (1) ·
80214554 (1) ·
80214953 (1) ·
80215355 (1) ·
80215950 (1) ·
80231097 (1) ·
80264603 (1) ·
80360766 (1) ·
80392393 (1) ·
80393940 (1) ·
80401747 (1) ·
80581706 (1) ·
81071865 (1) ·
81152780 (1) ·
81170324 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1040 (1) ·
10900 (1) ·
1120 (1) ·
120 (1) ·
1200 (1) ·
14500 (1) ·
1500 (1) ·
1711 (1) ·
18000 (1) ·
20150 (1) ·
21000 (1) ·
23500 (1) ·
25170 (1) ·
2880 (1) ·
33000 (1) ·
35500 (1) ·
3767 (1) ·
4483 (1) ·
4689 (1) ·
4700 (1) ·
5000 (1) ·
50000 (1) ·
55000 (1) ·
5850 (1) ·
600 (1) ·
605 (1) ·
7473 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
Clearance 116:
Showing below up to 34 results in range #1 to #34.
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