Drilldown: bridge data
From Indian River Lagoon Project
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Date: (Click arrow to add another value)
County 003:
Place 004:
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Route 005d:
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Features 006a:
'BELCHER CANAL C-25 ' (1) ·
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'City St. & Crane Creek ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Creek ' (1) ·
'Dirksen Drive ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Kellers Canal ' (1) ·
'Lake Dias Creek ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'North Lake ' (1) ·
'Nova Road Canal ' (1) ·
'St. Johns River ' (1) ·
'TEN MILE CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'53RD STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'I-4 WB ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Main Street ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'Sixth St. ' (1) ·
'SR-11 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR802 (Lake Worth)' (1) ·
'SW 18TH ST ' (1) ·
'US-1 ' (1) ·
'WB N. Lake Blvd. ' (1) ·
US-1 (1)
Number 008:
700006 (1) ·
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Location 009:
'.4mi. East of Congress ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
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'0.37MI N OF SR-712 ' (1) ·
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'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1MI W of US-1 ' (1) ·
'1mi. West of US-1 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 over Midway Road ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
4.2 Mi N of Sebastian River (1)
Latitude 016:
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Longitude 017:
80035203 (1) ·
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81170430 (1) ·
81175630 (1) ·
81193774 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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 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:
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)
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 conditions; field review indicates action is required to protect exposed foundations (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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, 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)
Future 114:
10236 (1) ·
12291 (1) ·
15268 (1) ·
15615 (1) ·
16482 (1) ·
18912 (1) ·
2000 (1) ·
2020 (1) ·
2500 (1) ·
25158 (1) ·
2603 (1) ·
26400 (1) ·
27587 (1) ·
28263 (1) ·
31230 (1) ·
34960 (1) ·
36435 (1) ·
3991 (1) ·
40772 (1) ·
55954 (1) ·
5899 (1) ·
6000 (1) ·
62460 (1) ·
7050 (1) ·
7140 (1) ·
7778 (1) ·
95425 (1) ·
9625 (1)
Clearance 116:
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