Drilldown: bridge data
From Indian River Lagoon Project
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Status: (Click arrow to add another value)
County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'BLIND CREEK ' (1) ·
'C-17 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal ' (1) ·
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'DANFORTH CREEK ' (1) ·
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'Five Mile Creek ' (1) ·
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'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kid Creek ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'Nova Canal ' (1) ·
'POPPOLTON CREEK ' (1) ·
'Reed Canal ' (1) ·
'Rockledge Creek ' (1) ·
'Samsula Canal ' (1) ·
'Sunshine Canal ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'Big Tree Road ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-880 ' (1) ·
'Driveway Ent. Exit' (1) ·
'DUDA ROAD ' (1) ·
'EB Blue Heron Blvd' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB PGA Blvd. ' (1) ·
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'LANTANA ROAD WB ' (1) ·
'Magnolia St. ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'Okeechobee Rd. ' (1) ·
'Old Kings Rd ' (1) ·
'Riverside Dr ' (1) ·
'Saul Street ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-76 ' (1) ·
'SR-A1A ' (1) ·
'SUNSET TRAIL ' (1) ·
'Tymber Creek Road ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-98 SR700 US441 ' (1) ·
'VILLAGE BLVD ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB PGA Blvd. ' (1) ·
'Woodcliff Drive ' (1) ·
SR-507 SB (1)
Number 008:
700003 (1) ·
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700190 (1) ·
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Location 009:
'0.1 mi East of Linda Road' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.5 Mi S of Micco Rd. ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'10ft. East of Nova Road ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.4 Mi. S of SR-520 ' (1) ·
'200ft. S of 10th Street ' (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) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Reed Canal Road ' (1) ·
'By Indian Grove Dr. ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
26344631 (1) ·
26351567 (1) ·
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29245056 (1)
Longitude 017:
80035722 (1) ·
80040100 (1) ·
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80375380 (1) ·
80381684 (1) ·
80463003 (1) ·
80545000 (1) ·
80571308 (1) ·
80591557 (1) ·
81003691 (1) ·
81012273 (1) ·
81012484 (1) ·
81014361 (1) ·
81014689 (1) ·
81021145 (1) ·
81022968 (1) ·
81053827 (1) ·
81074630 (1) ·
81085329 (1)
Owner 022:
Built 027:
1940 (1) ·
1948 (1) ·
1951 (1) ·
1955 (1) ·
1956 (1) ·
1957 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
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1978 (1) ·
1979 (1) ·
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1983 (1) ·
1984 (1) ·
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1989 (1) ·
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1998 (1) ·
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2000 (1)
Traffic 029:
1030 (1) ·
1082 (1) ·
12700 (1) ·
13500 (1) ·
13900 (1) ·
14250 (1) ·
16290 (1) ·
17250 (1) ·
17800 (1) ·
18500 (1) ·
20000 (1) ·
21500 (1) ·
23500 (1) ·
26000 (1) ·
2753 (1) ·
3000 (1) ·
3200 (1) ·
33000 (1) ·
37500 (1) ·
39500 (1) ·
401 (1) ·
4050 (1) ·
4100 (1) ·
42764 (1) ·
43500 (1) ·
4800 (1) ·
516 (1) ·
5458 (1) ·
55500 (1) ·
6700 (1) ·
716 (1) ·
81764 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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)
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:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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:
11625 (1) ·
1233 (1) ·
1309 (1) ·
141861 (1) ·
19050 (1) ·
19085 (1) ·
23422 (1) ·
24724 (1) ·
28263 (1) ·
29929 (1) ·
30883 (1) ·
32098 (1) ·
3331 (1) ·
34700 (1) ·
37303 (1) ·
4000 (1) ·
40772 (1) ·
45110 (1) ·
485 (1) ·
5062 (1) ·
5552 (1) ·
57255 (1) ·
65063 (1) ·
6604 (1) ·
68533 (1) ·
7114 (1) ·
74196 (1) ·
75472 (1) ·
832 (1) ·
8328 (1) ·
866 (1) ·
96292 (1)
Clearance 116:
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