Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12238 (1) ·
12244 (1) ·
12246 (1) ·
13730 (1) ·
13814 (1) ·
15186 (1) ·
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County 003:
Place 004:
None (1) ·
Atlantis (1) ·
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North Palm Beach village (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Vero Beach (1) ·
Wellington village (1)
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'CANAL C-17 ' (1) ·
'Creek ' (1) ·
'E-4 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'L-30 CANAL ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'St Johns River ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1) ·
'West Palm Beach Canal ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'16TH ST ' (1) ·
'27TH STREET ' (1) ·
'Alta Drive ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Worth Road ' (1) ·
'Levee Road ' (1) ·
'LYONS ROAD ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'OKEELANTA RD. ' (1) ·
'PARK AVE. W. ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-520 WB ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 SR700 US441 ' (1) ·
'Willow Run Blvd. ' (1) ·
SR-46 (1)
Number 008:
700194 (1) ·
700200 (1) ·
700203 (1) ·
790151 (1) ·
790801 (1) ·
795503 (1) ·
796401 (1) ·
884065 (1) ·
884066 (1) ·
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934522 (1) ·
934929 (1) ·
934936 (1) ·
934937 (1) ·
934938 (1) ·
934942 (1) ·
934953 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'At LPGA Blvd. ' (1) ·
'AT US-27 ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26243117 (1) ·
26284041 (1) ·
26290213 (1) ·
26290244 (1) ·
26290245 (1) ·
26321971 (1) ·
26332602 (1) ·
26342072 (1) ·
26361307 (1) ·
26363600 (1) ·
26370131 (1) ·
26375277 (1) ·
26404695 (1) ·
26404846 (1) ·
26405713 (1) ·
26405778 (1) ·
26415366 (1) ·
26421351 (1) ·
26475062 (1) ·
26490902 (1) ·
26494457 (1) ·
26514900 (1) ·
26525529 (1) ·
27375405 (1) ·
27380220 (1) ·
27384786 (1) ·
27442320 (1) ·
27454113 (1) ·
28015978 (1) ·
28221061 (1) ·
28395620 (1) ·
29014444 (1) ·
29073249 (1) ·
29095886 (1) ·
29143549 (1)
Longitude 017:
80022456 (1) ·
80040992 (1) ·
80050618 (1) ·
80052450 (1) ·
80061936 (1) ·
80065069 (1) ·
80072101 (1) ·
80072169 (1) ·
80074621 (1) ·
80074641 (1) ·
80085013 (1) ·
80111927 (1) ·
80120775 (1) ·
80120925 (1) ·
80121251 (1) ·
80121646 (1) ·
80142395 (1) ·
80143409 (1) ·
80162947 (1) ·
80172828 (1) ·
80240703 (1) ·
80264781 (1) ·
80264868 (1) ·
80344732 (1) ·
80365199 (1) ·
80375380 (1) ·
80383118 (1) ·
80424015 (1) ·
80492277 (1) ·
80522244 (1) ·
80541414 (1) ·
80543618 (1) ·
81014619 (1) ·
81025160 (1) ·
81091698 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
11000 (1) ·
13300 (1) ·
1500 (1) ·
16000 (1) ·
17500 (1) ·
18400 (1) ·
2160 (1) ·
22500 (1) ·
24000 (1) ·
26500 (1) ·
30000 (1) ·
3025 (1) ·
3200 (1) ·
32750 (1) ·
33000 (1) ·
34500 (1) ·
354 (1) ·
35500 (1) ·
3800 (1) ·
40000 (1) ·
5 (1) ·
5900 (1) ·
6 (1) ·
600 (1) ·
6000 (1) ·
7400 (1) ·
8200 (1) ·
8325 (1) ·
910 (1) ·
9700 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
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 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) ·
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)
Future 114:
10073 (1) ·
10236 (1) ·
10410 (1) ·
1092 (1) ·
12839 (1) ·
14227 (1) ·
15000 (1) ·
16830 (1) ·
1800 (1) ·
22080 (1) ·
23076 (1) ·
27000 (1) ·
27760 (1) ·
30362 (1) ·
39037 (1) ·
4 (1) ·
41640 (1) ·
428 (1) ·
45978 (1) ·
5205 (1) ·
52050 (1) ·
5552 (1) ·
56821 (1) ·
57255 (1) ·
59858 (1) ·
61593 (1) ·
6593 (1) ·
69400 (1) ·
800 (1) ·
9 (1)
Clearance 116:
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