Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
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30975 (1) ·
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Route 005d:
Features 006a:
'Banana River ' (1) ·
'Belvedere Road ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Donald Ross Road ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Intracoastal Waterway ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Little Haw Creek ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'SR-68 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'Banana River Drive' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'CR-717 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Daytona Rd ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-15 Main St. ' (1) ·
'SR-80 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-A1A NB ' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 SB ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB PGA Blvd. ' (1) ·
'WOOLBRIGHT ROAD ' (1) ·
SR-A1A SB (1)
Number 008:
700210 (1) ·
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703004 (1) ·
704063 (1) ·
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940951 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.2mi East of US-27 ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'At East Canal St. ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'Just North of SR70 on I95' (1) ·
'Lake Ave. / ICWW ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 SB over FECRR ' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26210242 (1) ·
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29035590 (1)
Longitude 017:
80024618 (1) ·
80032041 (1) ·
80033598 (1) ·
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80235220 (1) ·
80362216 (1) ·
80370688 (1) ·
80370748 (1) ·
80400416 (1) ·
80401144 (1) ·
80424470 (1) ·
80424695 (1) ·
80451679 (1) ·
80511310 (1) ·
81162090 (1)
Owner 022:
Built 027:
Traffic 029:
10502 (1) ·
11000 (1) ·
114500 (1) ·
1260 (1) ·
14200 (1) ·
14500 (1) ·
15000 (1) ·
16600 (1) ·
1800 (1) ·
18800 (1) ·
20000 (1) ·
20150 (1) ·
21000 (1) ·
22200 (1) ·
2302 (1) ·
23500 (1) ·
2569 (1) ·
27251 (1) ·
29307 (1) ·
3240 (1) ·
40 (1) ·
40300 (1) ·
46600 (1) ·
675 (1) ·
71250 (1) ·
7350 (1) ·
8368 (1) ·
8500 (1) ·
9625 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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 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:
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:
None (1) ·
10042 (1) ·
123619 (1) ·
12752 (1) ·
13200 (1) ·
14748 (1) ·
15000 (1) ·
18221 (1) ·
198658 (1) ·
21372 (1) ·
2186 (1) ·
24637 (1) ·
25158 (1) ·
28801 (1) ·
2970 (1) ·
3123 (1) ·
32618 (1) ·
34700 (1) ·
34960 (1) ·
3505 (1) ·
36435 (1) ·
38517 (1) ·
3994 (1) ·
40772 (1) ·
47280 (1) ·
50848 (1) ·
60 (1) ·
69920 (1) ·
80851 (1)
Clearance 116:
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