Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12113 (1) ·
12141 (1) ·
12155 (1) ·
12173 (1) ·
12195 (1) ·
12208 (1) ·
13704 (1) ·
13794 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'BOYNTON CANAL ' (1) ·
'Bulow Creek ' (1) ·
'C-15 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 708 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'FECRR ' (1) ·
'JONES CREEK ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Main Relief Canal ' (1) ·
'SIMS CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'WARNER CREEK ' (1) ·
'WPB STUB CANAL ' (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'BELVEDERE RD ' (1) ·
'CENTER STREET ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'DIXIE HIGHWAY ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PARK AVE. W. ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 NB ' (1) ·
'Walter Boardman Ln' (1) ·
I-95 (1)
Number 008:
700002 (1) ·
700059 (1) ·
700083 (1) ·
700103 (1) ·
700134 (1) ·
700149 (1) ·
700222 (1) ·
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790087 (1) ·
794126 (1) ·
884054 (1) ·
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934470 (1) ·
940018 (1) ·
940026 (1) ·
940056 (1)
Location 009:
'0.1MI W OF I-95 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3MI S of SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26222805 (1) ·
26252844 (1) ·
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29242747 (1)
Longitude 017:
80041580 (1) ·
80052000 (1) ·
80052100 (1) ·
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80052810 (1) ·
80053227 (1) ·
80064300 (1) ·
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80362349 (1) ·
80430700 (1) ·
80472690 (1) ·
80472715 (1) ·
80510378 (1) ·
80510486 (1) ·
80511328 (1) ·
80521049 (1) ·
81071865 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 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) ·
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 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:
10930 (1) ·
117980 (1) ·
12318 (1) ·
12839 (1) ·
136198 (1) ·
1375 (1) ·
157712 (1) ·
171592 (1) ·
181308 (1) ·
19606 (1) ·
2070 (1) ·
22070 (1) ·
22989 (1) ·
27000 (1) ·
3123 (1) ·
33399 (1) ·
36435 (1) ·
369555 (1) ·
3991 (1) ·
43375 (1) ·
4414 (1) ·
52917 (1) ·
6940 (1) ·
70268 (1) ·
74605 (1)
Clearance 116:
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