Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12224 (1) ·
12279 (1) ·
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County 003:
Place 004:
None (1) ·
24387 (1) ·
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Stuart (1)
Route 005d:
Direction 005e:
Features 006a:
'C-17 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FIVE MILE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SALERNO CREEK ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1) ·
'Warner Creek ' (1)
Critical 006b:
Facility 007:
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'KELLER ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'PROSPERITY FARMS R' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
700172 (1) ·
700174 (1) ·
704203 (1) ·
705910 (1) ·
790117 (1) ·
880063 (1) ·
884019 (1) ·
890014 (1) ·
890087 (1) ·
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890134 (1) ·
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937201 (1) ·
937202 (1) ·
937354 (1) ·
937360 (1) ·
940049 (1) ·
940067 (1) ·
940101 (1) ·
940102 (1) ·
945250 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26214420 (1) ·
26294400 (1) ·
26370912 (1) ·
26375694 (1) ·
26381073 (1) ·
26382390 (1) ·
26401668 (1) ·
26415887 (1) ·
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26485165 (1) ·
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27481770 (1) ·
28010115 (1) ·
28045218 (1) ·
28050339 (1) ·
28085200 (1) ·
29001688 (1)
Longitude 017:
80040599 (1) ·
80041919 (1) ·
80042484 (1) ·
80044085 (1) ·
80050482 (1) ·
80054760 (1) ·
80054780 (1) ·
80054930 (1) ·
80060655 (1) ·
80060720 (1) ·
80074786 (1) ·
80092239 (1) ·
80114936 (1) ·
80120806 (1) ·
80131759 (1) ·
80140096 (1) ·
80144443 (1) ·
80154440 (1) ·
80161483 (1) ·
80162552 (1) ·
80165077 (1) ·
80172570 (1) ·
80183914 (1) ·
80210855 (1) ·
80214936 (1) ·
80231716 (1) ·
80231922 (1) ·
80294169 (1) ·
80301990 (1) ·
80341739 (1) ·
80352988 (1) ·
80354573 (1) ·
80355880 (1) ·
80424100 (1) ·
80545204 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
1050 (1) ·
11300 (1) ·
15400 (1) ·
16400 (1) ·
1728 (1) ·
17750 (1) ·
18500 (1) ·
18800 (1) ·
21500 (1) ·
24317 (1) ·
26000 (1) ·
28500 (1) ·
29307 (1) ·
3240 (1) ·
37000 (1) ·
39000 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
5500 (1) ·
5975 (1) ·
600 (1) ·
6000 (1) ·
6900 (1) ·
7400 (1) ·
825 (1) ·
85750 (1) ·
9100 (1) ·
936 (1) ·
960 (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) ·
N/A (1)
Culvert 062: (Click arrow to add another value)
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 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)
Future 114:
1124 (1) ·
11972 (1) ·
12839 (1) ·
1350 (1) ·
1388 (1) ·
148776 (1) ·
15788 (1) ·
15789 (1) ·
1665 (1) ·
19606 (1) ·
200 (1) ·
26719 (1) ·
2776 (1) ·
28454 (1) ·
30796 (1) ·
32098 (1) ·
32618 (1) ·
37303 (1) ·
42189 (1) ·
45110 (1) ·
49448 (1) ·
50 (1) ·
50848 (1) ·
5205 (1) ·
600 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
720 (1) ·
7200 (1) ·
832 (1) ·
850 (1) ·
9543 (1)
Clearance 116:
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