Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-3 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Casa Mar Dr ' (1) ·
'CSX RR ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-2-W canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L30 Canal ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'TIDAL CANAL ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WB SR 80 ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
George King Blvd (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'At CR-613 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'StriblingWay ovr E-1canal' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
0.7 Mile N of SR-528 (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
101 (1) ·
10300 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
12533 (1) ·
13000 (1) ·
14500 (1) ·
15700 (1) ·
16500 (1) ·
18700 (1) ·
19000 (1) ·
195661 (1) ·
26000 (1) ·
2700 (1) ·
3000 (1) ·
36500 (1) ·
4 (1) ·
40500 (1) ·
46000 (1) ·
47500 (1) ·
5200 (1) ·
5500 (1) ·
55000 (1) ·
6300 (1) ·
6650 (1) ·
6761 (1) ·
6892 (1) ·
7000 (1) ·
77000 (1) ·
8145 (1) ·
90900 (1) ·
9350 (1) ·
9500 (1)
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
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) ·
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:
10250 (1) ·
10930 (1) ·
114000 (1) ·
11538 (1) ·
11730 (1) ·
11958 (1) ·
121 (1) ·
12360 (1) ·
133595 (1) ·
14132 (1) ·
1417 (1) ·
15040 (1) ·
157712 (1) ·
16222 (1) ·
18840 (1) ·
200 (1) ·
20647 (1) ·
22555 (1) ·
25158 (1) ·
28050 (1) ·
28628 (1) ·
32965 (1) ·
339472 (1) ·
3750 (1) ·
45110 (1) ·
46846 (1) ·
5205 (1) ·
5500 (1) ·
6 (1) ·
63328 (1) ·
70268 (1) ·
79810 (1) ·
82413 (1) ·
9022 (1) ·
95425 (1)
Clearance 116:
Showing below up to 47 results in range #1 to #47.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
T
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
