Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- 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:
'BOYNTON CANAL C-16 ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2 Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I-95 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Sebastian Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SIMS CREEK ' (1) ·
'Spruce Creek ' (1) ·
'ST LUCIE CANAL ' (1)
'10TH AVE. NORTH ' (1) ·
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Babcock Street ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR-76A ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Fay Blvd. ' (1) ·
'Hatton Road ' (1) ·
'HORSESHOE POINT RD' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'Northlake Blvd. EB' (1) ·
'PALMWOOD ROAD ' (1) ·
'Pioneer Road ' (1) ·
'RANGE LINERD CR609' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'Taylor Road ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1MI W of US-1 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'3MI W OF CR-615 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'IN JOHN PRINCE PARK ' (1)
Latitude 016:
Longitude 017:
1000 (1) ·
101 (1) ·
14600 (1) ·
150 (1) ·
15900 (1) ·
16600 (1) ·
1700 (1) ·
18391 (1) ·
2300 (1) ·
2400 (1) ·
25000 (1) ·
2700 (1) ·
2900 (1) ·
2993 (1) ·
300 (1) ·
3100 (1) ·
318 (1) ·
3240 (1) ·
32500 (1) ·
3600 (1) ·
3800 (1) ·
4200 (1) ·
44000 (1) ·
450 (1) ·
4580 (1) ·
480 (1) ·
500 (1) ·
5200 (1) ·
55 (1) ·
5500 (1) ·
6540 (1) ·
6960 (1) ·
7062 (1) ·
7500 (1) ·
7800 (1) ·
7850 (1) ·
800 (1)
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) ·
N/A (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 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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)
12145 (1) ·
13013 (1) ·
13533 (1) ·
1735 (1) ·
175 (1) ·
200 (1) ·
22070 (1) ·
25331 (1) ·
27587 (1) ·
2880 (1) ·
28801 (1) ·
2950 (1) ·
3460 (1) ·
3991 (1) ·
40625 (1) ·
43375 (1) ·
4685 (1) ·
500 (1) ·
5032 (1) ·
521 (1) ·
5290 (1) ·
5379 (1) ·
580 (1) ·
600 (1) ·
6246 (1) ·
6300 (1) ·
6593 (1) ·
7287 (1) ·
76340 (1) ·
781 (1) ·
8175 (1) ·
8352 (1) ·
8675 (1) ·
87 (1) ·
9543 (1) ·
960 (1) ·
9812 (1)
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