Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
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'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
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'MANATEE POCKET ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'Rio Mar Bay ' (1) ·
'Rose Bay ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 91 TPK ' (1) ·
'Tomoka River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'Bay Drive ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CENTER DRIVE ' (1) ·
'CR-4139 ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Eldron Blvd. ' (1) ·
'Fay Blvd. ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HOOD RD 110.944 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'Island Way ' (1) ·
'Lake Ida Road ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'NB SR-615 ' (1) ·
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'Pioneer Road ' (1) ·
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'W LAKE RD CR-717 ' (1) ·
'WB SR - 714 ' (1) ·
'Woolbright Road EB' (1) ·
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SR-518 (1)
Number 008:
700144 (1) ·
700184 (1) ·
704161 (1) ·
705917 (1) ·
790027 (1) ·
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940149 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (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) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1MI W of US-1 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'CR-4139 over I-4 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26232019 (1) ·
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29151698 (1) ·
29151780 (1)
Longitude 017:
80043190 (1) ·
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80060834 (1) ·
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80062196 (1) ·
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81072482 (1) ·
81072493 (1) ·
81143187 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
10500 (1) ·
12500 (1) ·
13250 (1) ·
13300 (1) ·
15250 (1) ·
15900 (1) ·
16600 (1) ·
17750 (1) ·
23000 (1) ·
25000 (1) ·
2700 (1) ·
300 (1) ·
3000 (1) ·
30000 (1) ·
30500 (1) ·
318 (1) ·
3240 (1) ·
35500 (1) ·
3850 (1) ·
4689 (1) ·
5200 (1) ·
600 (1) ·
625 (1) ·
6540 (1) ·
7000 (1) ·
7150 (1) ·
7200 (1) ·
748 (1) ·
7500 (1) ·
7800 (1) ·
800 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Future 114:
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22989 (1) ·
23076 (1) ·
26459 (1) ·
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39905 (1) ·
43375 (1) ·
46846 (1) ·
500 (1) ·
5205 (1) ·
52050 (1) ·
521 (1) ·
52918 (1) ·
5420 (1) ·
61592 (1) ·
6300 (1) ·
6680 (1) ·
8175 (1) ·
8675 (1) ·
900 (1) ·
960 (1)
Clearance 116:
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