Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12114 (1) ·
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Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BLIND CREEK ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'Canal ' (1) ·
'Canal to Bulow Creek ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FECRR ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Kid Creek ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'North Lake ' (1) ·
'Nova Canal ' (1) ·
'POPPOLTON CREEK ' (1) ·
'Reed Canal ' (1) ·
'Rockledge Creek ' (1) ·
'Samsula Canal ' (1) ·
'Sunshine Canal ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'AUDUBON BLVD. ' (1) ·
'Big Tree Road ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CR-3 ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'EB North Lake Blvd' (1) ·
'EB SR-710 ' (1) ·
'I-95 ' (1) ·
'Jungle Road ' (1) ·
'KUDZA ROAD ' (1) ·
'Okeechobee Rd. ' (1) ·
'Old Kings Rd ' (1) ·
'PINETREE LANE ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-76 ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-92 WB ' (1) ·
'VILLAGE BLVD ' (1) ·
'West Atlantic Ave.' (1)
Number 008:
700003 (1) ·
700012 (1) ·
700050 (1) ·
700095 (1) ·
790012 (1) ·
790021 (1) ·
790033 (1) ·
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930240 (1) ·
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935209 (1) ·
935210 (1) ·
935502 (1) ·
936261 (1) ·
937712 (1) ·
940004 (1) ·
940028 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1 mi East of Linda Road' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 Mi S of Micco Rd. ' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'1mi. W of US-1. ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'2.4 Mi. S of SR-520 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.4 Miles South of SR-514' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'A1A on Singer Island ' (1) ·
'By Indian Grove Dr. ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
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29093065 (1) ·
29093945 (1) ·
29094220 (1) ·
29095111 (1) ·
29095834 (1) ·
29245056 (1)
Longitude 017:
80022456 (1) ·
80040198 (1) ·
80042050 (1) ·
80050036 (1) ·
80050169 (1) ·
80050363 (1) ·
80050508 (1) ·
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80055270 (1) ·
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80075828 (1) ·
80144509 (1) ·
80145640 (1) ·
80151037 (1) ·
80221757 (1) ·
80322419 (1) ·
80323057 (1) ·
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80463003 (1) ·
80483851 (1) ·
80513571 (1) ·
80571308 (1) ·
80591557 (1) ·
80594278 (1) ·
81012273 (1) ·
81012484 (1) ·
81022968 (1) ·
81052672 (1) ·
81060965 (1) ·
81080270 (1) ·
81085329 (1) ·
81232464 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
1030 (1) ·
11700 (1) ·
12700 (1) ·
13500 (1) ·
1500 (1) ·
16000 (1) ·
16290 (1) ·
17800 (1) ·
1800 (1) ·
18000 (1) ·
20000 (1) ·
20300 (1) ·
23500 (1) ·
26000 (1) ·
28500 (1) ·
3000 (1) ·
3200 (1) ·
3450 (1) ·
4200 (1) ·
42764 (1) ·
43500 (1) ·
4800 (1) ·
7150 (1) ·
716 (1) ·
81764 (1) ·
9089 (1) ·
9700 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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:
Rebuilt 106:
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:
10998 (1) ·
1233 (1) ·
12405 (1) ·
141861 (1) ·
1562 (1) ·
16830 (1) ·
19050 (1) ·
2000 (1) ·
2020 (1) ·
20300 (1) ·
23422 (1) ·
2603 (1) ·
27760 (1) ·
28263 (1) ·
30883 (1) ·
3123 (1) ·
31230 (1) ·
34700 (1) ·
35220 (1) ·
3600 (1) ·
3840 (1) ·
40772 (1) ·
45110 (1) ·
49448 (1) ·
5205 (1) ·
6940 (1) ·
74196 (1) ·
75472 (1) ·
8328 (1) ·
866 (1)
Clearance 116:
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