27-Sept-00 Page i MUNICIPAL STRUCTURE INSPECTION FORM INTRODUCTION The attached Municipal Structure Inspection Forms show the information that is required for Municipal Bridge and Culvert inspections. Specific details on each data entry field are included in Appendix A of this document. The old Ontario Structure Inspection Manual (OSIM) forms have been updated to simplify the process of using inspection information to estimate bridge rehabilitation needs and costs. The inspection process is quite similar to the old process except for changes in the way that inspection data is recorded. Material defects of various bridge components, as defined in the old OSIM, are still valid. The most significant changes are in the Element Data Table, which incorporates the new severity and extent approach described in the new manual. This approach requires that more quantitative data be collected and recorded on the Condition State of bridge elements. A seminar for municipalities and their engineering consultants will be held on September 21, 2000 to explain the new inspection process and to provide information on how to complete the inspection form. For information on the seminar, contact the Ontario Good Roads Association at 905-795-2555. The new forms include several tables that are to be completed: i) The Inventory Data Table contains information on the bridge location, bridge geometry, and traffic and roadway data. ii) The Historical Data Table contains information on previous studies or repair/rehabilitation work that has been done on the bridge. iii) The Field Inspection Information Table contains information completed by the bridge inspector for each specific inspection. iv) The Additional Investigations Required Table contains information on further studies that are required to assess the condition of the bridge as well as some general comments on the overall structure. v) The Element Data Table contains quantity information for each component of the structure as well as the inspection information in accordance with the severity and extent approach of the new Ontario Structure Inspection Manual (OSIM). vi) The Repair and Rehabilitation Required Table contains a summary of the required repair/rehabilitation work for the structure. vii) The Associated Work Table contains information on additional work that is required as a result of the rehabilitation that will be done to the structure. viii) The Justification Table contains a summary of the rehabilitation options considered and the reasons why the specific rehabilitation option was chosen. Cette publication hautement spØcialisØe {Ontario Structure Inspection Manual} nest disponible quen anglais en vertu du RLglement 411/97, qui en exempte lapplication de la Loi sur les services en franais. Pour obtenir de laide en franais, veuillez communiquer avec le MinistLre des Transports au 1-800-268-4686.
31
Embed
Ontario Structure Inspection Manual Inspection Formthis document. The old Ontario Structure Inspection Manual (OSIM) forms have been updated to simplify the process of using inspection
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
27-Sept-00 Page i
MUNICIPAL STRUCTURE INSPECTION FORM
INTRODUCTION
The attached Municipal Structure Inspection Forms show the information that is required for MunicipalBridge and Culvert inspections. Specific details on each data entry field are included in Appendix A ofthis document. The old Ontario Structure Inspection Manual (OSIM) forms have been updated tosimplify the process of using inspection information to estimate bridge rehabilitation needs and costs.The inspection process is quite similar to the old process except for changes in the way that inspectiondata is recorded. Material defects of various bridge components, as defined in the old OSIM, are stillvalid. The most significant changes are in the �Element Data� Table, which incorporates the new�severity and extent� approach described in the new manual. This approach requires that morequantitative data be collected and recorded on the Condition State of bridge elements.
A seminar for municipalities and their engineering consultants will be held on September 21, 2000to explain the new inspection process and to provide information on how to complete theinspection form. For information on the seminar, contact the Ontario Good Roads Association at905-795-2555.
The new forms include several tables that are to be completed:
i) The �Inventory Data� Table contains information on the bridge location, bridge geometry, andtraffic and roadway data.
ii) The �Historical Data� Table contains information on previous studies or repair/rehabilitationwork that has been done on the bridge.
iii) The �Field Inspection Information� Table contains information completed by the bridge inspectorfor each specific inspection.
iv) The �Additional Investigations Required� Table contains information on further studies that arerequired to assess the condition of the bridge as well as some general comments on the overallstructure.
v) The �Element Data� Table contains quantity information for each component of the structure aswell as the inspection information in accordance with the �severity and extent� approach of thenew Ontario Structure Inspection Manual (OSIM).
vi) The �Repair and Rehabilitation Required� Table contains a summary of the requiredrepair/rehabilitation work for the structure.
vii) The �Associated Work� Table contains information on additional work that is required as a resultof the rehabilitation that will be done to the structure.
viii) The �Justification� Table contains a summary of the rehabilitation options considered and thereasons why the specific rehabilitation option was chosen.
Cette publication hautement spécialisée {Ontario Structure Inspection Manual} n�est disponible qu�en anglais en vertu du Règlement411/97, qui en exempte l�application de la Loi sur les services en français. Pour obtenir de l�aide en français, veuillez communiquer avec le Ministèredes Transports au 1-800-268-4686.
Municipal Structure Inspection FormMTO Site Number:
27-Sep-00* See Appendix A for standard list of choices Page 1
Inventory Data:
Structure Name
Main Hwy/Road # On � Under �Crossing
Type:Navig. Water � Non-Navig. Water �Rail � Road � Ped. � Other �
Road Name
Structure Location
Latitude Longitude
Owner(s) HeritageDesignation:
Not Cons. � Cons./not App. � List/not Desig.� Desig./not List � Desig. & List �
MTO Region * Road Class: Freeway � Arterial � Collector � Local �
MTO District * Posted Speed No. of Lanes
Old County * AADT % Trucks
Geographic Twp. * Special Routes: Transit � Truck � School � Bicycle �
Structure Type * Detour Length Around Bridge (km)
Total Deck Length (m) Fill on Structure (m)
Overall Str. Width (m) Skew Angle (Degrees)
Total Deck Area (sq.m) Direction of Structure
Roadway Width (m) No. of Spans (m)
Span Lengths (m)
Historical Data:
Year Built Last Biennial Inspection
Current Load Limit / / (tonnes) Last BridgeMaster Inspection
Load Limit By-Law # Last Evaluation
By-Law Expiry Date Last Underwater Inspection
Min. Vertical Clearance (m) Last Condition Survey
Rehab. History: (Date/description)
Municipal Structure Inspection FormMTO Site Number:
27-Sep-00* See Appendix A for standard list of choices Page 2
Field Inspection Information:
Date of Inspection:
Inspector:
Others in Party:
Equipment Used:
Weather:
Temperature:
PriorityAdditional Investigations Required:None Normal Urgent
Maintenance Needs01 Lift and Swing Bridge Maintenance 07 Repair to Structural Steel 13 Erosion Control at Bridges02 Bridge Cleaning 08 Repair of Bridge Concrete 14 Concrete Sealing03 Bridge Handrail Maintenance 09 Repair of Bridge Timber 15 Rout and Seal04 Painting Steel Bridge Structures 10 Bailey bridges - Maintenance 16 Bridge Deck Drainage05 Bridge Deck Joint Repair 11 Animal/Pest Control 17 Other06 Bridge Bearing Maintenance 12 Bridge Surface Repair
Municipal Structure Inspection FormMTO Site Number:
27-Sep-00* See Appendix A for standard list of choices Page 3
Element Data
Element Group: * Length:Element Name: * Width:Location: Height:Material: * Count:Element Type: * Total Quantity:Environment: Benign / Moderate / Severe Not Inspected �Protection System: *
Units Exc. Good Fair PoorPerform.
Deficiencies Maint.NeedsCondition
Data: m2 / m / each / % / allComments:
Recommended Work: None � 1 � 5 years � < 1 year � Urgent �
Element Group: * Length:Element Name: * Width:Location: Height:Material: * Count:Element Type: * Total Quantity:Environment: Benign / Moderate / Severe Not Inspected �Protection System: *
Units Exc. Good Fair PoorPerform.
Deficiencies Maint.NeedsCondition
Data: m2 / m / each / % / allComments:
Recommended Work: None � 1 � 5 years � < 1 year � Urgent �
Element Group: * Length:Element Name: * Width:Location: Height:Material: * Count:Element Type: * Total Quantity:Environment: Benign / Moderate / Severe Not Inspected �Protection System: *
Units Exc. Good Fair PoorPerform.
Deficiencies Maint.NeedsCondition
Data: m2 / m / each / % / allComments:
Recommended Work: None � 1 � 5 years � < 1 year � Urgent �
Municipal Structure Inspection FormMTO Site Number:
27-Sep-00* See Appendix A for standard list of choices Page 4
Repair and Rehabilitation Required: Priority
Element Repair and Rehabilitation Required 1 to 5years
Within1 year
Urgent
EstimatedConstruction
Cost
Total Cost
Associated Work: Comments EstimatedCost
ApproachesDetoursTraffic ControlUtilitiesRight of WayEnvironmental StudyOtherContingencies
Total Cost
Justification:
Municipal Structure Inspection Form
27-Sep-00 Page 5
Additional Information
In addition to the written information requested, photographs shall be submitted of the following:
- One photograph shall be taken which clearly shows the deck cross-section and features such asnumber of traffic lanes, curbs and sidewalks, medians and railing system. Note: This photograph isnormally taken from the approach roadway looking along the length of the bridge.
- One photograph shall be taken of the elevation of the structure and which clearly shows the numberof spans and superstructure type.
- One photograph shall be taken of the underside (soffit) which shows the type and number of mainsuperstructure element(s).
- Individual photographs shall be taken of all areas in a poor condition state (areas with severe defectsand deterioration). These photographs shall be taken at sufficiently close range such that the type,location and extent of the defects and deterioration are clearly visible and apparent. Note: Wherethere are no areas of severe deterioration in an element, then a photograph shall be taken showing atypical area which represents the worst condition state in that element.
Municipal Structure Inspection Form
4-Oct-00
APPENDIX ADATA ENTRY GUIDELINES
Municipal Structure Inspection Form
27-Sep-00 Page A1
INTRODUCTIONDefinitions of the various data entry fields are listed below. Reference is made to the appropriatetable if a standard list of choices exist for that data field. For those tables, a Code Number can beentered into the appropriate field on the inspection form, rather than the entire description.
For the Element Data required on Page 3 of the inspection form, an abbreviated explanation ofthe various data entry fields is listed below. The complete explanation, including the definition ofthe various condition states and sample quantity calculations, can be found in the latest revision toOntario Structure Inspection Manual (OSIM).
DEFINITIONS OF DATA ENTRY FIELDS
PAGE 1:
INVENTORY DATA
MTO Site Number: The MTO Site Number for the bridge. The county number (derived from thelist of old counties, Table 3) should be entered along with a 4-digit sitenumber (e.g. 21-0031). Culverts should be denoted with the suffix �C� (e.g.21-0031C).
Structure Name: The common name for the bridgeMain Hwy/Road #: The Highway or Regional Road number. Indicate whether the road is �on� or
�under� the bridge.Crossing Type: Indicate the type of crossing. Choose all that apply from either a navigable
waterway, non-navigable waterway, railroad, road, pedestrian or othercrossing.
Road Name: The name of the road on which the bridge is located.Structure Location: Text to describe the location of the bridge including distance from major
intersections or physical landmarks and/or lot and concession numbers.Latitude/Longitude: Enter these values if known. Values can be obtained using a hand-held
Global Positioning System (GPS) device. The reference point should be theNortheast corner of the bridge.
Owner(s): The owner or owners of the bridge. (Current municipality name � County,town, etc)
MTO Region: The MTO Region in which the bridge is located. (Table 1)MTO District: The current MTO District in which the bridge is located. (Table 2)Old County: The original County or Regional Municipality in which the bridge is located.
(Table 3)Geographic Twp: The original geographic surveyed township in which the bridge is located.
(Table 4)Structure Type: The type of structure (Table 5)Total Deck Length: The total length of the bridge (centreline of bearings to centreline of
bearings).Overall Str. Width: The overall width of the bridge (outside to outside).Span Lengths: A list of the span lengths (must contain as many lengths as there are spans).
Municipal Structure Inspection Form
27-Sep-00 Page A2
Heritage Designation: The heritage designation for the bridge. Either one of the following: Notdesignated, Considered but not Approved, Listed but not Designated,Designated but not listed, or Designated and Listed.
Road Class: The class of roadway (either Freeway, Arterial, Collector or Local road).Posted Speed: The legal posted speed limit across the bridge.No. of Lanes on Bridge: The number of lanes on the bridge.AADT: The Average Annual Daily Traffic on the bridge (Total for both directions)% Trucks: The percentage of truck traffic in the AADT.Special Routes: Indicate whether the bridge is on a transit, truck, school bus, or bicycle route.
Each box that applies should be marked.Detour Length: The detour length around the bridge.Fill on Structure: The amount of fill above the culvert or bridge structure.Skew Angle: The skew angle of the bridge.Direction of Structure: The direction of the structure (either North to South or East to West).No. of Spans: The number of spans in the bridge.
HISTORICAL DATA
Year Built: The year in which the bridge was built.Current Load Limit: The current legally posted load limit on the bridge.Load Limit By-Law #: The by-law number enacted to permit the load limit posting.By-Law Expiry Date: The date on which the by-law expires on the bridge.Min. Vert. Clearance: The minimum clearance on the bridge. Either the clearance to the overhead
members of a through-truss, or the clearance to the road under the bridge.Last Biennial Insp: The date of the last biennial inspection. A biennial inspection is a detailed
inspection of all bridge components, performed under the direction of aprofessional engineer, at a maximum of 2-year intervals.
Last BridgeMaster Insp: The date of the last complete and detailed inspection performed using theBridgeMaster, Scissors lift, or Cherry picker.
Last Evaluation: The date of the last structural evaluation.Last Underwater Insp: The date of the last underwater inspection.Last Condition Survey: The date of the last condition survey.Rehab. History: The relevant rehabilitation history of the bridge including repaired items and
dates of repair/rehabilitation.
PAGE 2:
FIELD INSPECTION INFORMATION
Date of Inspection: The date when the inspection was done.Inspector: The name of the professional engineer who inspected the bridge, including
the consultant company name.Others in Party: The other member(s) of the inspection team.Equipment Used: List of any special equipment used in the inspection.Weather: Indicate the weather conditions at the time of the inspection.Temperature: Indicate the temperature at the time of the inspection.
Municipal Structure Inspection Form
27-Sep-00 Page A3
ADDITIONAL INVESTIGATIONS REQUIRED
Priority � None: Indicates that the investigation is not required.Priority � Normal: Indicates that the investigation should be completed in a typical time-
frame (approximately two years).Priority � Urgent: Indicates that the investigation should be completed as soon as possible
(in less than six months).Estimated Cost: The estimated cost of the complete investigation, including any
associated costs.Detailed Deck Condition: A Detailed Deck Condition Survey.DART Survey: A DART (Deck Assessment by Radar Technology) SurveyDetailed Coating Condition: A Detailed Coating Condition Survey.Underwater Investigation: An Underwater Investigation.Fatigue Investigation: A specialized fatigue investigation.Seismic Investigation: A specialized seismic investigation.Load Posting�Estimated Load: If required, an immediate posting load (based on engineering
judgement) should be entered.Total Cost: Indicate the total estimated cost of all additional investigations.Special Notes: Indicate any general comments about the bridge in this area.Next Biennial Inspection: Indicate the date that the next biennial inspection is required. If
deemed necessary by the inspector, this could be at a time sooner thantwo years.
PAGE 3:
ELEMENT DATA
The data for each element on the bridge shall be shown on one table. The tables can be duplicated for asmany elements as exist for each bridge.
Element Group: The main category of element (Table 6 )Element Name: The individual element name (Table 6 )Location: A description of where the element is on the structure (eg. East pier)Material: The material the element is made of (Table 8 )Element Type: The type of element (Table 7)Protection System: The type of protection system for that element (Table 9)
Environment: The degree to which the element is exposed to salt spray.Low - Not exposed, eg. River PierModerate � Exposed, but element protected, eg. Asphalt covered and waterproofed deckSevere � Exposed, and element not protected, eg. Exposed concrete deck, Barrier Wall
Length, Width, Height: The dimensions used to calculate the total quantity of the elementCount: The number of occurrences of the element under consideration (e.g. 6 girders)Total Quantity: The count times the quantity for one element (Units are shown in Table 6)
Condition Data:
This table is used to record the �severity and extent� of the material defects of the various bridgecomponents. The condition of bridge elements is defined to be in any one or more of the four Condition
Municipal Structure Inspection Form
27-Sep-00 Page A4
States (Excellent, Good, Fair and Poor). At any given time, areas within a bridge element may be indifferent Condition States, or the whole of the element may be in the same Condition State. For eachbridge element, the inspector assesses and records the amount (area, length or unit as appropriate) of theelement in each of the four Condition States. This assessment is based predominately on visualobservations, however, some non-destructive testing, such as hammer tapping of concrete fordelamination, may be required to determine or verify areas in poor condition.
• Inspection quantity units are Sq. m., m., Each, All - Circle unit used (Units defined in Table 6)• For Elements with units of Sq. m, or m.
• Enter the estimated quantity in the 3 Condition States (Good, Fair, Poor). See the appropriateCondition State Table in the latest revision to OSIM.
• Quantity in Excellent = Total - Quantities in other states• Percent should not be used unless more than 50% of the element is in Poor Condition state
• Elements with �each� as unit - Give number of occurrences of element in each State• Elements with �all� as unit - Place entire quantity in one state• If element cannot be seen or is not inspected, check �Not Inspected� box
Suspected Performance Deficiencies
Suspected Performance Deficiencies should be recorded if a follow-up action is required (eg. strengthevaluation, specialized inspection, etc). Select deficiencies from pick list on page 2 of the form andenter the appropriate Code number. If no suspected performance deficiencies exist, enter �none� or �0�.
Maintenance Needs
Select the Maintenance Needs from the pick list on page 2 of the form and enter the appropriate Codenumber.
Comments• Comments should provide information on the poor condition state (eg. How the quantity was estimated,
location of defect, etc)• Comments can also be used to provide general information on the element
Recommended WorkPriority:
1 to 5 years: A rehabilitation that can be done in a normal time frame. Therehabilitation is to be designed and preferably completed in one tofive years.
Within 1 year:A rehabilitation that is required with some degree of urgency but canstill be can completed under a reasonable time frame. The design phaseshould be started within a few months, with construction beingcompleted by the end of the next construction year
Urgent: A rehabilitation that is required immediately. The design is to bedone immediately and construction shall also be in the currentconstruction year. (eg. fatigue crack in steel girder)
None: No work expected in the next 5 years
Municipal Structure Inspection Form
27-Sep-00 Page A5
PAGE 4:
REPAIR AND REHABILITATION REQUIRED
The inspector has already recorded most of this information when each element was inspected. Thisarea summarizes all the recommended repair/rehabilitation work and also provides a cost estimate forthe work. The table can be expanded if space is required for more element repair/rehabilitation work.
Element: List the element that is to be rehabilitated.Repair and Rehabilitation Required: The recommended rehabilitation for that element.Priority : See explanation under �Recommended Work� on Page 3.Estimated Construction Cost: The estimated construction cost for the rehabilitation of the
element.Total Cost: Indicate the total estimated cost of all rehabilitation work.
ASSOCIATED WORK
Approaches: The work required immediately adjacent to the bridge structure.Detours: Any construction costs associated with required detours.Traffic Control: Cost required for temporary barriers, line marking, or protection for the purpose
of Traffic control.Utilities: Any costs associated with relocating utilities.Other: Any other costs required to complete the bridge work.Contingencies: Contingency for cost overruns.Comments: Provide details about the type of associated work that is required.Estimated Cost: The estimated construction cost for each type of associated work.Total Cost: Indicate the total estimated cost of all associated work.
JUSTIFICATION
Provide a description of the recommended rehabilitation option chosen and options that were consideredand the reason for their dismissal. The purpose of this section is to justify the expense and to justify thatthe most economical rehabilitation was chosen. If a total bridge replacement is selected, the reasonsshould be described in this area.
BAGOT-403BAILLOQUET-837BAIRD-1155BALDWIN-332BALFOUR-618BALLANTYNE-1369BALMER-1156BANGOR-520BANNOCKBURN-926BARBER-556BARKER-421BARR-927BARRIE ISLAND-669BARRIE-435BARTON-141BARWICK-1109BASTARD-44BASTEDO-613BATEMAN-1385BATHURST-243BAXTER-456BAYHAM-122BAYNES-1339BEANGE-1518BEATON-1133BEATTY-674BEAUCAGE AND NIPPISSING IND RES #10-620BEAUCHAMP-1306BEAUMONT-928BECKWITH-50BEDFORD-929BELANGER-1157BELMONT-240BENEDICKSON-1112BENNEWEIS-1320BENOIT-642
BENTINCK-198BERESFORD-1158BERNHARDT-1159BERTIE-191BEST-1160BETHUNE-1161BEVERLY-187BEXLEY-311BIDDULPH-192BIDWELL-660BIGWOOD-754BILLINGS/WEST BAY IND RES #22-693BINBROOK-258BIRCH-474BISLEY-932BLACK-1534BLACKSTOCK-1527BLACKWELL-730BLAIN-1162BLAIR-1304BLAKE-441BLANDFORD-363BLANSHARD-173BLENHEIM-374BLEZARD-558BLITHFIELD-758BLOUNT-1342BLUE-638BLYTH-535BOLGER-1519BOMBY-746BOND-933BONFIELD-548BONIS-934BOON-1423BOOTH-731
CURRAN-1449CURRIE-777CURTIN AND WHITEFISH RIVER IND. RES. #4-874CURTIS-1430DACK-701DAGLE-958DAHL-692DALEY-733DALHOUSIE-331DALTON-1003DAMBROSSIO-1285DANA-998DANCE-1004DANFORD-1175DARLING-962DARLINGTON-5DAWN-196DAWSON ROAD LOTS-600DAWSON-651DAY-352DEAGLE-1368DEANS-856DELAMERE-779DELAWARE-96DELHI-1540DELORO-778DEMPSAY-1176DENBIGH-438DENISON-591DENT-1177DENTON-1007DERBY-314DEREHAM-226DEROCHE-1008DESMOND-494DEVITT-417DEVLIN-574DEVON-1413
Municipal Structure Inspection Form
27-Sep-00 Page A9
DEVONSHIRE-875DEWAN-711DEWART-1384DICKENS-583DIEPPE-1308DIGBY-1010DILKE-646DILL-751DOBIE AND MANITOU RAPIDS IND. RES #11-753DOCKER-489DOME-401DOON-1536DORION-466DOURO-260DOVER-197DOWLING-781DOWNIE-172DOYLE-290DRAPER-559DRAYTON-633DRUMMOND-48DRURY-782DRYDEN-544DUBLIN-1334DUDLEY-1013DUFFERIN-1379DULHUT-974DUMAS-1425DUMMER-429DUNCAN-1014DUNDONALD-704DUNGANNON-598DUNN-1454DUNNET-634DUNWICH-109DUPUIS-478DYMOND-304DYSART-412
FIELD-786FINCH-390FINDLAY-1186FINLAYSON-573FIRSTBROOK-1044FISHER-922FITZROY-66FLAVELLE-952FLEMING-1467FLETT-1045FLOS-217FOLEY-451FOLEYET-1046FORBES-734FORGIE-506FOSTER-787FOURNIER-789FOWLER-1020FOX-788FRALEIGH-1491FRANKLIN-571FRANZ-1030FRASER-597FRECHETTE-1187FREEBORN-1048FREELE-1113FREEMAN-790FRENCH-1052FRONT OF ESCOTT-23FRONT OF LEEDS AND LANSDOWNE-21FRONT OF YONGE-24FROST-1427FULFORD-1188FULLARTON-431GAIASHK-1349GAINSBOROUGH-227GALBRAITH-1371GALLAGHER-939
GALWAY-432GARDEN RIVER IND. RES #14-604GARIBALDI-1056GARRISON-1058GARSON-647GARVEY-1059GAUDETTE-1311GAUNT-911GAUTHIER-293GEARY-1464GEORGINA-542GERMAN-707GEROW-1350GERTRUDE-1189GIBBARD-1190GIBBONS-1370GIBSON & GIBSON IND. RES #31-749GIDLEY-1069GILES-884GILL-309GILLIES LIMIT-392GILLIES-872GILLILAND-1288GLACKMEYER-385GLADMAN-537GLADSTONE-338GLAMORGAN-876GLANFORD-142GLENELG-158GLOUCESTER-56GODERICH-171GODFREY-1146GODSON AND SABASKONG BAY IND. RES #35D-713GOLDIE-1071GOLDING-1073GOODALL-714GOODWILLIE-885GORDON-654
Municipal Structure Inspection Form
27-Sep-00 Page A10
GORE OF CHATHAM-1468GORHAM-735GOSFIELD NORTH-117GOSFIELD SOUTH-116GOUIN-1192GOULBOURN-51GOULD-996GOURLAY-1341GOWAN-1530GRAHAM-587GRAIN-883GRANT-1327GRANTHAM (CITY OF ST. CATHARINES)-139GRASETT-1193GRATTAN-531GREENOCK-184GRENFELL-699GRENVILLE-1075GREY-361GRIESINGER-1194GRIFFITH-530GRIMSTHORPE-366GROSS-1144GUELPH-153GUIBORD-1076GUILFORD-433GULL RIVER IND. RES #55-6002GUNDY-1466GUNTERMAN-870GURD-495HADDO-439HAGAR-644HAGARTY-283HAGERMAN-1081HAGEY-791HAGGART-517HAINES-736HALDIMAND-9
HALKIRK AND RAINY LAKE IND. RES #26A-1016HALLAM-639HALLOWELL-40HAMILTON CITY OF-1336HAMILTON-8HANLAN-792HANMER-554HANNA-541HARBURN-793HARCOURT-1085HARDWICK-1110HARDY-1090HARKER-615HARLEY-299HARRIS-434HARRISON-454HARROW-1526HART-819HARTLE-1195HARTMAN-521HARVEY-302HARWICH-113HASSARD-1137HAULTAIN-1196HAVELOCK-1197HAVILLAND-920HAWKINS-1092HAWLEY-1440HAY-266HAYCOCK-715HAZEN-610HEAD-566HEARST-1094HEIGHINTON-1541HELLYER-1051HEMBRUFF-1293HENDRIE-1345HENRY-1441
HENVEY AND HENVEY INLET IND. RES #2-750HENWOOD-444HERRICK-923HERSCHEL-794HESS-1023HEYSON-640HIBBERT-795HILLARY-1198HILLIARD-796HILLIER-269HILTON-1382HINCHINBROOKE-257HINCKS-897HINDON-1108HISLOP-797HODGETTS-1199HODGINS-1096HODGSON-716HOEY-877HOLLAND-159HOLLOWAY-1098HOMUTH-294HOPE-7HORDEN-1460HORTON-68HOSKIN-1373HOUCK-1100HOUGHTON-1126HOWARD-112HOWE ISLAND-416HOWICK-181HOWLAND-415HOYLE-1200HUDSON-305HUGEL-1131HUGHES-1419HULLETT-170HUMBERSTONE-190
KNICELY-865KNOTT-1209KNOWLES-1210KOHLER-805KORAH-594LA SALLE-1105LABELLE-887LABERGE-986LABONTE-889LAFORME-965LAHONTAN AND PAYS FLAT IND. RES #51-465LAIDLAW-1405LAIRD-602LAKE-931LALIBERT-706LAMARCHE-288LAMPMAN-1211LANARK-445LANCASTER-33LANDRY-1212LANE-910LANGLOIS-475LANGMUIR-1213LANGTON-491LANGWORTHY-1498LARKIN-1132LARONDE-973LASH-725LASTHEELS-879LAUDER-1002LAURA-1214LAURIE-1381LAURIER-507LAVAL-523LAVANT-418LAW-575LAWSON-1215LAXTON-316
LEBEL-708LECARON-1140LECLAIRE-1284LECOURS-867LEDGER-740LEDUC-898LEESON-1057LEFROY-340LEGAULT-899LEHMAN-1352LEITCH-1438LEMOINE-718LENDRUM AND GROS CAP IND. RES. #49-863LENNOX-1483LEONARD-1216LESLIE-1068LETT-464LEVACK-1217LEWIS-335LEY-1459LIMERICK-312LINDSAY-377LINDSLEY-900LISMORE-1411LOBO-214LOCHIEL-236LOCKEYER-1351LOGAN-168LONDON-93LONG-337LONGUEUIL-61LORNE-592LORRAIN-806LOUDON-807LOUGHBOROUGH-423LOUGHRIN-1363LOUISE-1218LOUNT-1362
MCELROY-1229MCEVAY-1401MCEWING-1499MCGARRY-425MCGEE-1230MCGEORGE-1231MCGILLIVRAY-364MCGIVERIN-1520MCINTYRE-287MCIRVINE AND TOWN OF FORT FRANCES-1097MCKAY-685MCKELLAR-1083MCKENZIE-1361MCKEOWN-1135MCKILLOP-169MCKIM-504MCKINNON-812MCLAREN-1232MCLEAN-813MCMAHON-1310MCMASTER-1415MCMEEKIN-1001MCMILLAN-310MCMURRAY-626MCMURRICH-580MCNAB-67MCNAMARA-1233MCNEVIN-948MCNISH-1067MCQUESTEN-1093MCTAVISH-370MCVITTIE-424MEDONTE-252MEDORA-396MELANCTHON-148MELBA-1535MELGUND-484MELICK-688
MORLEY-726MORNINGTON-276MORRIS-680MORRISETTE-1239MORRISON-407MORSON AND BIG GRASSY IND. RES #350-727MORTIMER-1240MOSA-99MOULTON-130MOUNTAIN-221MOUNTJOY-1082MOWAT AND FRENCH RIVER IND. RES. #13-748MULDREW-1330MULMUR-821MULOCK-1241MUNRO-1080MUNSTER-1242MURCHISON-590MURPHY-1243MURRAY-12MUSKEGO-1047MUSKOKA-395MUSQUASH-862MUTRIE-485NADJIWON-964NAIRN-609NAKINA-1329NANSEN-1439NASSAGAWEYA-162NAVEAU-861NEBONAIONQUET-1282NEEBING AND FORT WILLIAM IND. RES #52-645NEELANDS-1500NEELON-545NELLES-1396NELSON-83NEPEAN-52
NOTTAWASAGA-208NOUVEL-991OAKES LONG LAKE IND. RES. #58-742OAKLAND-203OAKLEY-1128OBRIEN-406OCONNOR-1078OGDEN-1245OLDEN-256OLIVE-569OLIVER-529OLRIG-1246ONEIDA-144ONEILL-1291ONONDAGA-695OPS-37ORFORD-111ORILLIA-189ORO-79OSAQUAN-1247OSBORNE-1072OSGOODE-291OSNABRUCK-30OSO-254OSPREY-367OTONABEE-233OTTAWAY-825OTTO-449OWENS-410OXFORD-53PACAUD-446PAIPOONGE-297PAKENHAM-216PALMERSTON-826PANET-1034PAPINEAU-549PARDEE-605PARDO-1248
PARKE-827PARKIN-1249PARKINSON-1066PATIENCE-462PATTERSON-630PATTON-828PATTULLO-1070PAUDASH-1312PEARSON-1346PECK-588PEDLEY-617PEEL-155PEEVER-888PELEE-1409PELHAM-224PELICAN-1065PELLATT-505PEMBROKE-71PENNEFATHER-1353PENSE-1445PENTLAND-1250PERCY-308PERRY-499PETAWAWA-607PETERBORO CITY-1545PETERS-995PETERSON-971PETTYPIECE-1374PHELPS-1064PHILLIPS-719PHYLLIS-1251PIC RIVER IND. RES. #50-829PICKEREL-524PICKERING-2PIFHER-1501PILKINGTON-348PINARD-1252PINOGAMI-901
REACH-34REANEY-476REAR OF LEEDS & LANSDOWNE-22REAR OF YONGE AND ESCOTT-690RECOLLET-961REDDITT-689REDVERS-720REEVES-1255REILLY-1502RENNIE-1256RENWICK-1503REVELL-721RICHARDS-596RICHARDSON-1452RICHMOND-16RICKARD-1516RIDOUT-832RIOUX-959RIX-886ROBB-1145ROBILLARD-1347ROBINSON-652ROBLIN-1138ROBSON-1037ROCHESTER-107RODDICK-1450ROLLINS-907ROLPH-567ROMNEY-114ROOT-908ROSE-1326ROSEBERRY-577ROSS-69ROWELL-1055ROXBOROUGH-389RUGBY-1375RUPERT-1257RUSSELL-470
RUTHERFORD-667RYAN LOC,,MONTREAL MINING,LK SUPERIOR MNG-924RYDE-1442RYERSON-1053SABINE-834SAGARD-1114SALE-1258SALTER-350SALTFLEET-135SANDFIELD-661SANDWICH EAST-835SANDWICH SOUTH-118SANDWICH WEST-119SANDY-1050SANFORD-480SANGSTER-1543SARAWAK-402SARGEANT-935SARNIA-179SATTERLY-482SAUGEEN-282SAVANNE-1039SAVARD-1388SAYER-1142SCADDING-1032SCARBOROUGH-1SCARFE-1476SCHOLES-1259SCHWENGER-1049SCOBLE-744SCOLLARD-1393SCOTT-696SCUGOG-836SEBASTOPOL-614SECORD-1260SENECA-143SENN-1504SERVOS-838
SEWELL-1095SEYMOUR-239SHABOTIK-1261SHACKLETON-608SHAKESPEARE-705SHARPE-1389SHAW-840SHAWANAGA AND SHAWANAGA IND. RES. #17-453SHEARD-1262SHEDDEN-334SHEFFIELD-271SHEGUIANDAH & SHEGUIANDAH IND. RES. #24-663SHENSTON LONG SAULT IND. RES. #12/#13-728SHERATON-1366SHERBORNE-841SHERBROOKE-1455SHERRING-1263SHERWOOD-515SHIELDS-1428SIBLEY-1302SIDNEY-13SIFTON-1042SIMONS-1279SIMPSON-1264SINCLAIR-842SISK-579SKEAD-1357SKEY-722SLAGHT-1376SLATER AND RANKIN LOCATION-890SMELLIE-723SMILSKY-1281SMITH-211SMYTH-1447SNIDER-496SNOW-1505SNOWDON-843
SYINE-581TAIT-1269TALBOTT-1029TARBUTT ADDITIONAL-341TARBUTT-1270TARENTORUS-917TAY-219TAYLOR-848TEASDALE-1475TECK-303TECUMSETH-248TEDDER-1394TEEFY-1031TEHKUMMAH-662TEMPLE-1377TEMPLETON-1028TENNYSON-1435THACKERAY-1271THESSALON AND THESSALON IND. RES. #12-339THISTLE-612THOMAS-1365THOMPSON-355THORAH-204THORBURN-1465THORNELOE-317THOROLD-133THORP-1417THUNDER BAY CITY OF-1338THURLOW-14TIERNAN-686TILBURY EAST-104TILBURY NORTH-105TILBURY WEST-106TILLEY-921TILTON-1307TIMBRELL-1508TIMMINS-1367TINY-218
TISDALE-383TOGO-1272TORBOLTON-658TORONTO GORE-199TORONTO, CITY OF,METRO-1399TORONTO-81TOSORONTIO-1124TOVELL-1273TOWNSEND-125TRAFALGAR-82TREWARTHA-745TRILL-1348TRIQUET-1274TROTTIER-1012TRUAX-849TUCKERSMITH-194TUDHOPE-1275TUDOR-313TUPPER-1276TURNBERRY-225TURNBULL-1533TUSCARORA AND SIX NATIONS IND. RES. #40-631TUSTIN-493TUURI-747TWEED-1544TWEEDLE-1433TWEEDSMUIR-850TYENDINAGA AND TYENDINAGA IND. RES. #38-15TYRRELL-1025ULSTER-1141UMBACH-1378UNSURVEYED TERRITORY KENORA-3000UNSURVEYED TERRITORY RAINY RIVER-5000UNSURVEYED TERRITORY THUNDER BAY-6000UPSALA-623USBORNE-193
202 Concrete End Dams203 Armoring/Retaining Devices301 Sidewalk and Medians302 Curbs401 Barrier/Parapet Walls 1 Concrete Balustrade
2 Parapet Wall with single railing3 Parapet Wall with two rails4 Parapet Wall without railing5 Safety Shape with single railing6 Safety Shape with two rails7 Safety Shape without railing
402 Railing Systems 1 3 Rail Metal Railing - Aluminum2 3 Rail Metal Railing - Steel3 4 Rail Metal Railing - Aluminum4 4 Rail Metal Railing - Steel5 Aluminum Post and aluminum panels6 Concrete Post and bars
Municipal Structure Inspection Form
4-Oct-00 Page A18
Table 7: Element Type (continued)ELEMENT # ELEMENT NAME CODE # ELEMENT TYPE
402 Railing Systems (cont�d) 7 Concrete Post and continuous railing8 Concrete Post and steel panel9 Splash Guard Railing
10 Steel Flex Beam on steel post11 Steel Flex Beam on wood post12 Steel Flex Beam over Bailey Bridge13 Steel Flex Beam over other railing14 Steel Post <108mm deep & steel rails15 Steel Post >108mm & 1 rect. & 1 sq. tube16 Steel Post >108mm & 2 steel square tubes17 Steel Post >108mm & single steel tube18 Steel post and 3 cable19 Steel Post and Lattice20 Steel post and single cable21 Steel Post and steel panel22 Steel railing on truss23 Thrie Beam on steel post24 Thrie Beam on wood post25 Wood curb 300mm and higher26 Wood curb under 300mm27 Wood post and 3 cable28 Wood post and single cable29 Wood rail <83mm thick on wood post30 Wood rail >83mm thick on wood post
502 Floor Beams See list for Element #501503 Stringers See list for Element #501504 Inside Boxes (sides & bottoms)505 Diaphragms 1 Cross Type
2 I-type3 Rectangular-solid
601 Top Chords See list for Element #501602 Bottom Chords See list for Element #501603 Verticals/Diagonals See list for Element #501604 Connections 1 Bolted
2 Riveted3 Welded
701 Bracing See list for Element #501
Municipal Structure Inspection Form
4-Oct-00 Page A19
Table 7: Element Type (continued)ELEMENT # ELEMENT NAME CODE # ELEMENT TYPE
801 Structural Steel 1 Coal tar epoxy802 Railing Systems / Hand Railings 2 Epoxy zinc/acrylic/acrylic
10 Metallizing11 Red lead primer/alkyd12 Zinc chromate/alkyd
901 Abutment Walls 1 Conventional closed2 Crib or gabion3 Gravity wall4 Integral5 Legs of rigid frame6 Post and lagging7 Retained soil systems8 Semi-integral9 Spill through
902 Ballast Walls903 Wingwalls 1 Concrete crib
2 Filled bags with conc, mortar or sand3 Gabions4 Masonry5 Mass concrete6 Reinforced concrete7 Retained soil systems8 Steel crib9 Steel piles and lagging
10 Steel sheet piles11 Wood crib12 Wood piles and lagging
1101 Walls 1 Concrete crib2 Filled bags with conc, mortar or sand3 Gabions4 Masonry5 Mass concrete6 Reinforced concrete7 Retained soil systems8 Steel crib9 Steel piles and lagging
10 Steel sheet piles11 Wood crib12 Wood piles and lagging
1102 Barrier Systems on Walls 1 3 Rail Metal Railing - Aluminum2 3 Rail Metal Railing - Steel3 4 Rail Metal Railing - Aluminum4 4 Rail Metal Railing - Steel5 Aluminum Post and aluminum panels6 Concrete Balustrade7 Concrete Post and bars8 Concrete Post and continuous railing9 Concrete Post and steel panel
Municipal Structure Inspection Form
4-Oct-00 Page A21
Table 7: Element Type (continued)ELEMENT # ELEMENT NAME CODE # ELEMENT TYPE
1102 Barrier Systems on Walls (cont�d) 10 Parapet Wall with single railing11 Parapet Wall with two rails12 Parapet Wall without railing13 Safety Shape with single railing14 Safety Shape with two rails15 Safety Shape without railing16 Splash Guard Railing17 Steel Flex Beam on steel post18 Steel Flex Beam on wood post19 Steel Flex Beam over Bailey Bridge20 Steel Flex Beam over other railing21 Steel Post <108mm deep & steel rails22 Steel Post >108mm & 1 rect. & 1 sq. tube23 Steel Post >108mm & 2 steel square tubes24 Steel Post >108mm & single steel tube25 Steel post and 3 cable26 Steel Post and Lattice27 Steel post and single cable28 Steel Post and steel panel29 Steel railing on truss30 Thrie Beam on steel post31 Thrie Beam on wood post32 Wood curb 300mm and higher33 Wood curb under 300mm34 Wood post and 3 cable35 Wood post and single cable36 Wood rail <83mm thick on wood post37 Wood rail >83mm thick on wood post