Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
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'Jupiter Creek ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'Lake Gertie ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 70 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'CAMINO REAL ' (1) ·
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'EB Okee. Blvd. ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'Indiantown Road ' (1) ·
'ISLAND WAY ' (1) ·
'JOG ROAD SB ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LINTON BLVD. ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-421 ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'TROPICALIA AVE. ' (1) ·
'WB Martin Downs Bd' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
700193 (1) ·
790171 (1) ·
790173 (1) ·
794121 (1) ·
880087 (1) ·
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Location 009:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1)
Latitude 016:
26200920 (1) ·
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29131187 (1)
Longitude 017:
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81184073 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
1200 (1) ·
121 (1) ·
12100 (1) ·
15813 (1) ·
17300 (1) ·
1950 (1) ·
200 (1) ·
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34000 (1) ·
3550 (1) ·
4 (1) ·
48500 (1) ·
6400 (1) ·
6540 (1) ·
7700 (1) ·
9100 (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 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) ·
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
1000 (1) ·
12000 (1) ·
13360 (1) ·
150 (1) ·
15788 (1) ·
1800 (1) ·
19134 (1) ·
20994 (1) ·
2275 (1) ·
300 (1) ·
3000 (1) ·
30015 (1) ·
34960 (1) ·
35568 (1) ·
3600 (1) ·
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40772 (1) ·
41206 (1) ·
43375 (1) ·
45978 (1) ·
49448 (1) ·
51182 (1) ·
56821 (1) ·
57255 (1) ·
58990 (1) ·
6 (1) ·
6159 (1) ·
7000 (1) ·
8175 (1) ·
84148 (1)
Clearance 116:
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