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) ·
'Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CR 709 & FECRR ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral Canal 30 ' (1) ·
'LATERAL CANAL A ' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Nova Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-507 ' (1) ·
'SR-514 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1) ·
'Tillman Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'26TH STREET ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'JORGENSEN RD ' (1) ·
'MAPP RD ' (1) ·
'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'Pinehurst Ave N ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SELVITZ RD. ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-507 ' (1) ·
'SR-5A ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'Truck Trail #12 ' (1) ·
'US-192 EB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'I-95 - SR-514 ' (1) ·
'Lake George Conservation ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-192 EB - Indian River ' (1)
Latitude 016:
Longitude 017:
1000 (1) ·
10502 (1) ·
11000 (1) ·
1200 (1) ·
12020 (1) ·
13250 (1) ·
13500 (1) ·
1500 (1) ·
16747 (1) ·
17500 (1) ·
18500 (1) ·
1854 (1) ·
20000 (1) ·
203082 (1) ·
220 (1) ·
23000 (1) ·
250 (1) ·
27000 (1) ·
3000 (1) ·
32250 (1) ·
36500 (1) ·
37250 (1) ·
38750 (1) ·
4100 (1) ·
4484 (1) ·
463 (1) ·
5 (1) ·
500 (1) ·
64500 (1) ·
883 (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 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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
10 (1) ·
1068 (1) ·
111908 (1) ·
1250 (1) ·
1500 (1) ·
15000 (1) ·
1735 (1) ·
18221 (1) ·
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2000 (1) ·
20855 (1) ·
22989 (1) ·
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250 (1) ·
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39905 (1) ·
46845 (1) ·
5182 (1) ·
55954 (1) ·
560 (1) ·
600 (1) ·
63327 (1) ·
64629 (1) ·
67231 (1) ·
7114 (1)
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