Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'Indian River IWW ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WB SR 80 ' (1) ·
George King Blvd (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At Lake Washington Rd ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'StriblingWay ovr E-1canal' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-192 WB-Indian River ' (1) ·
0.7 Mile N of SR-528 (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
10300 (1) ·
1050 (1) ·
12533 (1) ·
14500 (1) ·
15700 (1) ·
16500 (1) ·
17750 (1) ·
18500 (1) ·
18700 (1) ·
19000 (1) ·
195661 (1) ·
21500 (1) ·
2700 (1) ·
29307 (1) ·
3550 (1) ·
3600 (1) ·
39000 (1) ·
4 (1) ·
50 (1) ·
500 (1) ·
5200 (1) ·
5500 (1) ·
55000 (1) ·
5975 (1) ·
600 (1) ·
6300 (1) ·
6892 (1) ·
77000 (1) ·
8145 (1) ·
85750 (1) ·
9500 (1)
Service On 042a:
Service Under 042b:
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 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: (Click arrow to add another value)
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)
Future 114:
10930 (1) ·
114000 (1) ·
11958 (1) ·
12360 (1) ·
133595 (1) ·
1350 (1) ·
14132 (1) ·
148776 (1) ·
15040 (1) ·
18840 (1) ·
200 (1) ·
25158 (1) ·
28050 (1) ·
28628 (1) ·
30796 (1) ·
32098 (1) ·
32965 (1) ·
339472 (1) ·
37303 (1) ·
46846 (1) ·
50 (1) ·
50848 (1) ·
5500 (1) ·
6 (1) ·
600 (1) ·
6159 (1) ·
6246 (1) ·
67665 (1) ·
6812 (1) ·
720 (1) ·
9022 (1) ·
95425 (1)
Clearance 116:
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