Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 CANAL ' (1) ·
'CR-5A ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-507 ' (1) ·
'Thompson River ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'Apollo Boulevard ' (1) ·
'Central Blvd ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dubber Road ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR 786 ' (1) ·
'Fountainhead Blvd.' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hood Road ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Investment Lane ' (1) ·
'LARCH AVE ' (1) ·
'Military Trail ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'Pineda Causeway ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR-507 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'US-1 ' (1) ·
'WB SR 786 ' (1) ·
I-95 SB (1)
Number 008:
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1st overpass east of I-95' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Palm Beach Garden Interch' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
I-95 NB and CR-5A (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1008 (1) ·
13500 (1) ·
13800 (1) ·
15043 (1) ·
15300 (1) ·
160500 (1) ·
16340 (1) ·
171500 (1) ·
17300 (1) ·
25500 (1) ·
26000 (1) ·
27000 (1) ·
28000 (1) ·
3012 (1) ·
3300 (1) ·
34500 (1) ·
38250 (1) ·
41250 (1) ·
46500 (1) ·
47500 (1) ·
500 (1) ·
52000 (1) ·
55500 (1) ·
630 (1) ·
7000 (1) ·
7400 (1) ·
800 (1) ·
85750 (1) ·
8800 (1) ·
9800 (1)
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:
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 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) ·
1041 (1) ·
1165 (1) ·
12839 (1) ·
1388 (1) ·
148776 (1) ·
15268 (1) ·
17003 (1) ·
23422 (1) ·
23943 (1) ·
26100 (1) ·
26546 (1) ·
27500 (1) ·
278468 (1) ·
28350 (1) ·
297552 (1) ·
30015 (1) ·
32400 (1) ·
3494 (1) ·
45110 (1) ·
46845 (1) ·
48580 (1) ·
5726 (1) ·
59858 (1) ·
600 (1) ·
66364 (1) ·
71569 (1) ·
80678 (1) ·
82412 (1) ·
90220 (1) ·
96292 (1)
Clearance 116:
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