Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
'ANGLE RD & BELCHER CANAL' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL L-20 ' (1) ·
'Clint Moore Road ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Kings Road ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'St Johns River ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'CR68 ORNG AV 156.1' (1) ·
'CR708 125.4 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'MINUTE MAID RD 165' (1) ·
'PICOS RD 154.90 ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1)
Number 008:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (1)
Latitude 016:
Longitude 017:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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)
10250 (1) ·
11798 (1) ·
119194 (1) ·
133595 (1) ·
136198 (1) ·
157712 (1) ·
16222 (1) ·
171592 (1) ·
1730 (1) ·
28194 (1) ·
28628 (1) ·
2950 (1) ·
29707 (1) ·
32965 (1) ·
34960 (1) ·
36956 (1) ·
38517 (1) ·
4414 (1) ·
4511 (1) ·
48754 (1) ·
5205 (1) ·
5899 (1) ·
59413 (1) ·
77034 (1)
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