Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12284 (1) ·
12285 (1) ·
13673 (1) ·
13681 (1) ·
13706 (1) ·
13707 (1) ·
13754 (1) ·
13791 (1) ·
13794 (1) ·
13795 (1) ·
13801 (1) ·
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13804 (1) ·
15176 (1) ·
15689 (1) ·
15715 (1) ·
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16123 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'Bulow Creek ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-104 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Creek ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Dias Creek ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'St. Johns River ' (1) ·
'TEN MILE CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'53RD STREET ' (1) ·
'Americana Blvd. ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'Big Tree Road ' (1) ·
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DUNN ROAD ' (1) ·
'Eldron Blvd. ' (1) ·
'Hunting Camp Road ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Main Street ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ ROAD ' (1) ·
'SEMINOLE DR ' (1) ·
'SR-11 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR-710 ' (1)
Number 008:
705917 (1) ·
705918 (1) ·
790030 (1) ·
790053 (1) ·
790094 (1) ·
790095 (1) ·
794004 (1) ·
794122 (1) ·
794126 (1) ·
794130 (1) ·
794154 (1) ·
794184 (1) ·
794185 (1) ·
884055 (1) ·
930362 (1) ·
930407 (1) ·
934319 (1) ·
934482 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
937000 (1) ·
937702 (1) ·
937703 (1) ·
937704 (1) ·
940015 (1) ·
940068 (1) ·
940076 (1) ·
945269 (1) ·
945270 (1) ·
945271 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI. W of NW STJAMES DR' (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 MI W OF CONGRESS AVE ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'3 Miles West of SR-786 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-5A - Big Tree Rd ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26260295 (1) ·
26351368 (1) ·
26410722 (1) ·
26444560 (1) ·
26445590 (1) ·
26450312 (1) ·
26490130 (1) ·
26522014 (1) ·
27214154 (1) ·
27220029 (1) ·
27220118 (1) ·
27224640 (1) ·
27241547 (1) ·
27281046 (1) ·
27413662 (1) ·
27581117 (1) ·
28003971 (1) ·
28425058 (1) ·
28563029 (1) ·
28571848 (1) ·
28592979 (1) ·
28594816 (1) ·
29063307 (1) ·
29095834 (1) ·
29100039 (1) ·
29132317 (1) ·
29151565 (1) ·
29242747 (1)
Longitude 017:
80040588 (1) ·
80041664 (1) ·
80044331 (1) ·
80050036 (1) ·
80050169 (1) ·
80050508 (1) ·
80051210 (1) ·
80055545 (1) ·
80055723 (1) ·
80144324 (1) ·
80213507 (1) ·
80214554 (1) ·
80214953 (1) ·
80215355 (1) ·
80215950 (1) ·
80224257 (1) ·
80231097 (1) ·
80264603 (1) ·
80393940 (1) ·
80401747 (1) ·
80563010 (1) ·
80581706 (1) ·
81010394 (1) ·
81012484 (1) ·
81020286 (1) ·
81022736 (1) ·
81025853 (1) ·
81071865 (1) ·
81152780 (1) ·
81175630 (1) ·
81193774 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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:
10150 (1) ·
10236 (1) ·
1050 (1) ·
12291 (1) ·
12405 (1) ·
12966 (1) ·
2000 (1) ·
2020 (1) ·
2070 (1) ·
2082 (1) ·
23422 (1) ·
25158 (1) ·
2603 (1) ·
3470 (1) ·
34960 (1) ·
40772 (1) ·
52 (1) ·
5420 (1) ·
5899 (1) ·
6000 (1) ·
6408 (1) ·
7050 (1) ·
7140 (1) ·
719 (1) ·
7778 (1) ·
850 (1) ·
91 (1) ·
9625 (1)
Clearance 116:
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