Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12263 (1) ·
12271 (1) ·
12279 (1) ·
15183 (1) ·
15252 (1) ·
15280 (1) ·
15286 (1) ·
15291 (1) ·
15666 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-37 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CPB20 CANAL ' (1) ·
'CSX RR ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FL. TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River IWW ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'E Gateway Blvd ' (1) ·
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'INDIAN STREET ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Palm Bay Library ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SIMARA STREET ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tangerine Drive ' (1) ·
'US-192 WB ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'WB Lake Worth Rd. ' (1) ·
'YAMATO RD ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
700174 (1) ·
704143 (1) ·
704203 (1) ·
704256 (1) ·
705910 (1) ·
884062 (1) ·
890134 (1) ·
894040 (1) ·
894049 (1) ·
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934945 (1) ·
934946 (1) ·
937354 (1) ·
937360 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'Minton Road-I-95 ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
26214420 (1) ·
26233914 (1) ·
26233917 (1) ·
26233970 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26314057 (1) ·
26314099 (1) ·
26315179 (1) ·
26325800 (1) ·
26330210 (1) ·
26330220 (1) ·
26370912 (1) ·
26394749 (1) ·
26401668 (1) ·
26410304 (1) ·
26415887 (1) ·
26421675 (1) ·
26442375 (1) ·
26450216 (1) ·
26502240 (1) ·
26502290 (1) ·
26515528 (1) ·
27044705 (1) ·
27101997 (1) ·
27102110 (1) ·
27111660 (1) ·
27245645 (1) ·
27245841 (1) ·
27355685 (1) ·
27594683 (1) ·
28010115 (1) ·
28025656 (1) ·
28050339 (1) ·
28085200 (1)
Longitude 017:
80041200 (1) ·
80041240 (1) ·
80041485 (1) ·
80054930 (1) ·
80060655 (1) ·
80060720 (1) ·
80070375 (1) ·
80074101 (1) ·
80074430 (1) ·
80074786 (1) ·
80075210 (1) ·
80101583 (1) ·
80101586 (1) ·
80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
80102271 (1) ·
80102293 (1) ·
80112090 (1) ·
80120025 (1) ·
80120806 (1) ·
80121064 (1) ·
80121067 (1) ·
80123610 (1) ·
80131759 (1) ·
80140096 (1) ·
80161483 (1) ·
80162939 (1) ·
80183914 (1) ·
80231716 (1) ·
80231922 (1) ·
80242120 (1) ·
80321756 (1) ·
80352988 (1) ·
80354573 (1) ·
80401656 (1) ·
80401795 (1) ·
80424100 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
101 (1) ·
1050 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
13000 (1) ·
14500 (1) ·
17750 (1) ·
18500 (1) ·
18700 (1) ·
21500 (1) ·
25500 (1) ·
26000 (1) ·
29307 (1) ·
3000 (1) ·
39000 (1) ·
40500 (1) ·
46000 (1) ·
50 (1) ·
500 (1) ·
5975 (1) ·
600 (1) ·
6761 (1) ·
7000 (1) ·
7300 (1) ·
85750 (1) ·
90900 (1) ·
9350 (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)
Culvert 062: (Click arrow to add another value)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 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:
10250 (1) ·
11730 (1) ·
121 (1) ·
12665 (1) ·
1350 (1) ·
1417 (1) ·
148776 (1) ·
157712 (1) ·
16222 (1) ·
200 (1) ·
20647 (1) ·
22555 (1) ·
25375 (1) ·
30796 (1) ·
32098 (1) ·
32445 (1) ·
37303 (1) ·
3750 (1) ·
44243 (1) ·
45110 (1) ·
50 (1) ·
50848 (1) ·
5205 (1) ·
600 (1) ·
67665 (1) ·
6812 (1) ·
70268 (1) ·
720 (1) ·
79810 (1)
Clearance 116:
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