Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12130 (1) ·
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16081 (1)
Date: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CLEAR LAKE ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'IWW Indian River ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'None ' (1) ·
'PHIPP CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 70 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-91 Fl. Tpk ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'I 95 SR 9 ' (1) ·
'NB I 95 to Gateway' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 TPK 134.1 ' (1)
Number 008:
700030 (1) ·
700031 (1) ·
700117 (1) ·
790172 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
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930435 (1) ·
930447 (1) ·
931001 (1) ·
934277 (1) ·
937707 (1) ·
940134 (1)
Location 009:
'0.45MI NORTH OF SR-708 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26220464 (1) ·
26221756 (1) ·
26222497 (1) ·
26252638 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26314099 (1) ·
26315179 (1) ·
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26360866 (1) ·
26370275 (1) ·
26401030 (1) ·
26420100 (1) ·
26423954 (1) ·
26430400 (1) ·
26430410 (1) ·
26450626 (1) ·
26474455 (1) ·
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26554196 (1) ·
26560369 (1) ·
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27113920 (1) ·
27121998 (1) ·
27244449 (1) ·
28243313 (1) ·
28243314 (1) ·
28243318 (1) ·
29021928 (1)
Longitude 017:
80040030 (1) ·
80040084 (1) ·
80041200 (1) ·
80041855 (1) ·
80075078 (1) ·
80075399 (1) ·
80080366 (1) ·
80081956 (1) ·
80090356 (1) ·
80091289 (1) ·
80100849 (1) ·
80101495 (1) ·
80101504 (1) ·
80101799 (1) ·
80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
80102169 (1) ·
80102271 (1) ·
80102293 (1) ·
80102470 (1) ·
80102528 (1) ·
80104223 (1) ·
80111971 (1) ·
80134794 (1) ·
80141121 (1) ·
80142213 (1) ·
80142789 (1) ·
80145730 (1) ·
80180137 (1) ·
80184796 (1) ·
80193471 (1) ·
80195431 (1) ·
80240727 (1) ·
80375518 (1) ·
80375608 (1) ·
80375690 (1) ·
80542264 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
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 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:
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:
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:
10236 (1) ·
103753 (1) ·
119194 (1) ·
133595 (1) ·
136198 (1) ·
14921 (1) ·
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16222 (1) ·
171592 (1) ·
17697 (1) ·
18218 (1) ·
185298 (1) ·
22555 (1) ·
34960 (1) ·
385170 (1) ·
39037 (1) ·
5205 (1) ·
6940 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1) ·
8415 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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