Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'Callalisa Creek ' (1) ·
'City St. & Crane Creek ' (1) ·
'Creek ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Dias Creek ' (1) ·
'North Lake ' (1) ·
'Padgett Creek ' (1) ·
'St. Johns River ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Military Trail ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-11 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'WB N. Lake Blvd. ' (1) ·
US-1 (1)
Number 008:
700006 (1) ·
700165 (1) ·
790030 (1) ·
790042 (1) ·
790053 (1) ·
790094 (1) ·
790095 (1) ·
790099 (1) ·
790100 (1) ·
790147 (1) ·
790148 (1) ·
790151 (1) ·
790152 (1) ·
790941 (1) ·
930195 (1) ·
930361 (1) ·
930409 (1) ·
930410 (1) ·
934138 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
937000 (1) ·
937702 (1) ·
937704 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'1mi. West of US-1 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 - Crane Cr & City St' (1) ·
4.2 Mi N of Sebastian River (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26404695 (1) ·
26404846 (1) ·
26444560 (1) ·
26450312 (1) ·
26482851 (1) ·
26490130 (1) ·
26490902 (1) ·
26494457 (1) ·
27543633 (1) ·
28043878 (1) ·
28425058 (1) ·
28520760 (1) ·
28520804 (1) ·
28521781 (1) ·
28521801 (1) ·
28571848 (1) ·
29012564 (1) ·
29014444 (1) ·
29083964 (1) ·
29085374 (1) ·
29100039 (1) ·
29151565 (1)
Longitude 017:
80022456 (1) ·
80040089 (1) ·
80040588 (1) ·
80044331 (1) ·
80050036 (1) ·
80050169 (1) ·
80050508 (1) ·
80051210 (1) ·
80061936 (1) ·
80120775 (1) ·
80120925 (1) ·
80305798 (1) ·
80360835 (1) ·
80541414 (1) ·
80550332 (1) ·
80583172 (1) ·
80590233 (1) ·
81020286 (1) ·
81152780 (1) ·
81170324 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1) ·
81175630 (1) ·
81193774 (1)
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
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) ·
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:
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 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 not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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