Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'11th St. Canal ' (1) ·
'Burns Road ' (1) ·
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'Canal 29 (5 mile creek) ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Crane Creek ' (1) ·
'Donald Ross Road ' (1) ·
'E-2-E Canal ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'Golf Cart Underpass ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ida Road ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'Misner Creek ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Palmetto Park Road ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-68 ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'Bellevue Ave ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CAMINO REAL ' (1) ·
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'EB US 98 SR 80 ' (1) ·
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'LINTON BLVD. ' (1) ·
'Melaleuca Lane ' (1) ·
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'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
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'SB I-95 ( SR-9 ) ' (1) ·
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'US-1 ' (1) ·
'US-192 ' (1) ·
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'Wickham Road ' (1) ·
Pineda Causeway (1)
Number 008:
700033 (1) ·
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Location 009:
.1 Mi E of I-95 (1) ·
'.2mi East of US-27 ' (1) ·
'.5 Mi W of SR-507 ' (1) ·
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2MI E of SR-76 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Boca Raton ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'Just North of SR70 on I95' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'US-1 over 11th Canal ' (1)
Latitude 016:
26203857 (1) ·
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29144436 (1) ·
29164002 (1)
Longitude 017:
80035475 (1) ·
80041085 (1) ·
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80200100 (1) ·
80222800 (1) ·
80233690 (1) ·
80233991 (1) ·
80264868 (1) ·
80374655 (1) ·
80401823 (1) ·
80422199 (1) ·
80424470 (1) ·
80461706 (1) ·
80541414 (1) ·
80545204 (1) ·
81015422 (1) ·
81022971 (1) ·
81051670 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
101541 (1) ·
102500 (1) ·
104500 (1) ·
12020 (1) ·
12100 (1) ·
13716 (1) ·
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18500 (1) ·
20500 (1) ·
2160 (1) ·
23000 (1) ·
24500 (1) ·
26000 (1) ·
2700 (1) ·
27251 (1) ·
28250 (1) ·
29307 (1) ·
30000 (1) ·
31500 (1) ·
32000 (1) ·
33000 (1) ·
35000 (1) ·
39500 (1) ·
46600 (1) ·
71250 (1) ·
8250 (1) ·
85750 (1) ·
8800 (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) ·
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: (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 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:
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20574 (1) ·
20855 (1) ·
20994 (1) ·
22080 (1) ·
25331 (1) ·
26400 (1) ·
27000 (1) ·
27066 (1) ·
27884 (1) ·
28801 (1) ·
30015 (1) ·
39905 (1) ·
42000 (1) ·
42508 (1) ·
45110 (1) ·
46846 (1) ·
47280 (1) ·
49014 (1) ·
50848 (1) ·
52050 (1) ·
54652 (1) ·
55520 (1) ·
57255 (1) ·
68532 (1) ·
80851 (1)
Clearance 116:
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