Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-108 ' (1) ·
'Casa Mar Dr ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'Header Canal ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'Tillman Canal ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WB SR 80 ' (1) ·
George King Blvd (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.75 miles South of SR-882' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'BOCA RATON INTERCHNG #28 ' (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) ·
'US-192 EB - Indian River ' (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:
10300 (1) ·
10502 (1) ·
1200 (1) ·
12020 (1) ·
12533 (1) ·
14500 (1) ·
15700 (1) ·
16500 (1) ·
16747 (1) ·
18500 (1) ·
18700 (1) ·
19000 (1) ·
195661 (1) ·
220 (1) ·
23000 (1) ·
250 (1) ·
2700 (1) ·
3000 (1) ·
3550 (1) ·
3600 (1) ·
4 (1) ·
4100 (1) ·
463 (1) ·
500 (1) ·
5200 (1) ·
5500 (1) ·
55000 (1) ·
6300 (1) ·
6650 (1) ·
6892 (1) ·
77000 (1) ·
8145 (1) ·
883 (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: (Click arrow to add another value)
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 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:
1068 (1) ·
10930 (1) ·
114000 (1) ·
11538 (1) ·
11958 (1) ·
12360 (1) ·
133595 (1) ·
14132 (1) ·
1500 (1) ·
15040 (1) ·
18221 (1) ·
18840 (1) ·
19426 (1) ·
2000 (1) ·
20855 (1) ·
250 (1) ·
25158 (1) ·
28050 (1) ·
28628 (1) ·
32098 (1) ·
32965 (1) ·
339472 (1) ·
3500 (1) ·
39905 (1) ·
4454 (1) ·
46846 (1) ·
5500 (1) ·
560 (1) ·
6 (1) ·
600 (1) ·
6159 (1) ·
6246 (1) ·
7114 (1) ·
9022 (1) ·
95425 (1)
Clearance 116:
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