Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12230 (1) ·
12233 (1) ·
12284 (1) ·
12285 (1) ·
13732 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER C-25 CANAL ' (1) ·
'Belcher Canal (C-25) ' (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) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'E-1 Canal ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'L-6 Canal ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Rose Bay Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-710 ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (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) ·
'Hypoluxo Rd ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'Main Street ' (1) ·
'NB SR-615 ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'Quantum Blvd. ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SELVITZ ROAD ' (1) ·
'SR-472 WB ' (1) ·
'SR-518 ' (1) ·
'SR-715 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR-80WB (Southern)' (1) ·
'SR70 WB Okeechobee' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'Walter Boardman Ln' (1)
Number 008:
700183 (1) ·
700188 (1) ·
705917 (1) ·
705918 (1) ·
790155 (1) ·
790157 (1) ·
790159 (1) ·
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940149 (1) ·
944014 (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) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'CR-516 over I-95 ' (1) ·
'Port of Palm Beach ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
Latitude 016:
26260295 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
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26394300 (1) ·
26410722 (1) ·
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26460153 (1) ·
27214154 (1) ·
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27220118 (1) ·
27220468 (1) ·
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28020728 (1) ·
28081497 (1) ·
28571929 (1) ·
29050202 (1) ·
29051082 (1) ·
29051903 (1) ·
29061326 (1) ·
29063307 (1) ·
29181868 (1) ·
29242747 (1)
Longitude 017:
80031952 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80051800 (1) ·
80052317 (1) ·
80053541 (1) ·
80053609 (1) ·
80055723 (1) ·
80121898 (1) ·
80121946 (1) ·
80135529 (1) ·
80205810 (1) ·
80205848 (1) ·
80205900 (1) ·
80205926 (1) ·
80213507 (1) ·
80214554 (1) ·
80214953 (1) ·
80215355 (1) ·
80225738 (1) ·
80264603 (1) ·
80324769 (1) ·
80360766 (1) ·
80392393 (1) ·
80393940 (1) ·
80401747 (1) ·
80410200 (1) ·
80580163 (1) ·
80580732 (1) ·
80581203 (1) ·
80581706 (1) ·
80581835 (1) ·
81053827 (1) ·
81071865 (1) ·
81152767 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1040 (1) ·
11100 (1) ·
1120 (1) ·
120 (1) ·
1200 (1) ·
12500 (1) ·
13250 (1) ·
14250 (1) ·
14500 (1) ·
1711 (1) ·
18000 (1) ·
2000 (1) ·
23500 (1) ·
25170 (1) ·
27500 (1) ·
2880 (1) ·
3250 (1) ·
33000 (1) ·
35500 (1) ·
3767 (1) ·
3850 (1) ·
4689 (1) ·
50000 (1) ·
5850 (1) ·
600 (1) ·
605 (1) ·
7150 (1) ·
720 (1) ·
7473 (1)
Service On 042a:
Service Under 042b:
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) ·
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 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) ·
12966 (1) ·
1735 (1) ·
19258 (1) ·
2070 (1) ·
2082 (1) ·
21600 (1) ·
21688 (1) ·
22989 (1) ·
24724 (1) ·
25158 (1) ·
31462 (1) ·
3470 (1) ·
3600 (1) ·
40772 (1) ·
47712 (1) ·
5420 (1) ·
5639 (1) ·
57255 (1) ·
61592 (1) ·
6408 (1) ·
6680 (1) ·
850 (1) ·
864 (1) ·
86750 (1)
Clearance 116:
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