Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
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Route 005d:
Features 006a:
'BESSEY CREEK ' (1) ·
'Boynton Canal C16 ' (1) ·
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'City St. & Crane Creek ' (1) ·
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'FL. TPK. SR-91 ' (1) ·
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'Lake Ashby Canal ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Palmetto Park Road ' (1) ·
'PHIPP CANAL ' (1) ·
'Pine Street ' (1) ·
'Rockledge Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-404 ' (1) ·
'Tillman Canal ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'74TH AVE. ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
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'IBIS WAY ' (1) ·
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'PGA Blvd. (SR 786)' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
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'US1(SR5) ' (1) ·
'W. CAMINO REAL ' (1)
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Location 009:
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'AT 4TH STREET ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
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'I-95 SB - CR-5A ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'US-1- Eau Gallie River ' (1) ·
I-95 NB and CR-5A (1)
Latitude 016:
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Longitude 017:
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80374336 (1) ·
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80434234 (1) ·
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80454647 (1) ·
80470709 (1) ·
80493553 (1) ·
80513039 (1) ·
80513106 (1) ·
80533778 (1) ·
80533868 (1) ·
81060965 (1) ·
81261295 (1)
Owner 022:
Built 027:
Traffic 029:
102500 (1) ·
10500 (1) ·
10600 (1) ·
11700 (1) ·
13400 (1) ·
16250 (1) ·
16340 (1) ·
16747 (1) ·
19000 (1) ·
19800 (1) ·
20000 (1) ·
20150 (1) ·
240 (1) ·
26000 (1) ·
280 (1) ·
324 (1) ·
34000 (1) ·
36000 (1) ·
44400 (1) ·
46500 (1) ·
46600 (1) ·
52000 (1) ·
62000 (1) ·
68700 (1) ·
73000 (1) ·
78500 (1) ·
8500 (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)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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:
107570 (1) ·
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136198 (1) ·
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18391 (1) ·
19426 (1) ·
20300 (1) ·
23249 (1) ·
28194 (1) ·
28350 (1) ·
32965 (1) ·
34353 (1) ·
34700 (1) ·
34960 (1) ·
350 (1) ·
360 (1) ·
45110 (1) ·
521 (1) ·
58990 (1) ·
62460 (1) ·
77034 (1) ·
80678 (1) ·
80851 (1) ·
90220 (1)
Clearance 116:
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