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) ·
'BUTTERFLY CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Deep Creek ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'Kellers Canal ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'North Lake ' (1) ·
'Nova Road Canal ' (1) ·
'Padgett Creek ' (1) ·
'St. Johns River ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'CR-3 ' (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) ·
'Main Street ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'Sixth St. ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR802 (Lake Worth)' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'US-1 ' (1) ·
'WB N. Lake Blvd. ' (1)
Number 008:
700006 (1) ·
790030 (1) ·
790042 (1) ·
790053 (1) ·
790099 (1) ·
790100 (1) ·
790941 (1) ·
794004 (1) ·
794081 (1) ·
795587 (1) ·
890076 (1) ·
930073 (1) ·
930195 (1) ·
934319 (1) ·
934499 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
937000 (1) ·
937703 (1) ·
940076 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.3 Miles South of SR-40 ' (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) ·
'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)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26322120 (1) ·
26351368 (1) ·
26370205 (1) ·
26445590 (1) ·
26482851 (1) ·
26490130 (1) ·
27030195 (1) ·
27224640 (1) ·
28043878 (1) ·
28425058 (1) ·
28520760 (1) ·
28520804 (1) ·
28521781 (1) ·
28521801 (1) ·
28571848 (1) ·
29094220 (1) ·
29132317 (1) ·
29134537 (1)
Longitude 017:
80035203 (1) ·
80040089 (1) ·
80041664 (1) ·
80050036 (1) ·
80050085 (1) ·
80050169 (1) ·
80050508 (1) ·
80051210 (1) ·
80055545 (1) ·
80142213 (1) ·
80231097 (1) ·
80360835 (1) ·
81010394 (1) ·
81020286 (1) ·
81030833 (1) ·
81152780 (1) ·
81170324 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1) ·
81232464 (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) ·
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:
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
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