Bridge Scour Evaluation - Plan of Action

BRIDGE SCOUR EVALUATION - PLAN OF ACTION Br. No. Owner Location Facility Carried Name 09C0006 Plumas County AT SH 70 PAXTON RD E BR N FK FEATHER RIVERPlan of Action Date of Completed By: Completion:1. SCOUR VULNERABILITY RATING Scour Evaluation Summary:Scour History: a. Foundation Type Spread footing Pile Extension Footing on Piles Unknown b. Foundation Material Known ______Unknown Scour Review: Done By: Date: Structural Assessment:Done By: Date:  Critical Elevation: ______Geotechnical Assessment: Done By: Date: Critical Elevation: ______2. NBIS CODING INFORMATION Most Recent Inspection date 6/25/03 Item 113 Scour 3 Item 60 Substructure 5 Item 61 Channel & Channel Protection 6 Item 71 Waterway Adequacy 7 3. COUNTERMEASURE RECOMMENDATION A. Completed Countermeasures: B. Proposed Countermeasures: Countermeasures Not Required. (Please explain)Install Scour Countermeasures (See 4 and 5) Estimated Cost Riprap with monitoring program $ Guide bank$ Spurs / Bendway weirs / Barbs $ Relief bridge / Culvert $ Channel improvements $ Monitoring$ Monitoring device $ Check Dam $ Substructure Modification $ Bridge replacement $ Other ______$ Close Bridge (See 6)4. COUNTERMEASURE IMPLEMENTATION SCHEDULE Countermeasure Implementation Project Type: Proposed Construction Project Lead Agency Maintenance ProjectAdvertised Date: Other scheduling information: 5. MONITORING PLAN Monitoring Plan Summary:Monitoring Authority:Regular Inspection Program of ______mo. w/surveyed cross sections Items to Watch: undermining the footing Increased Inspection Interval of ______mo. w/surveyed cross sections Items to Watch:. Underwater Inspection Program Frequency ______mo. Items to Watch: Fixed Monitoring Device Type of Instrument: Installation location(s): Sample Interval: 30 min. 1 hr. 6 hrs. 12 hrs. Other ______Frequency of data logger downloading: Weekly Bi-weekly MonthlyOther ______Scour-critical discharge: ______Action required if scour-critical elevation detected:Other Monitoring Program Type: Visual Instrument  Portable Geophysical Sonar  Other gages Flood monitoring required: Yes No Flood monitoring event defined by: Discharge over ______Stage ______Elev. measured from ______Frequency of flood monitoring: 1 hr. 3 hr. 6 hrs. Other Scour critical elevation: Action required if scour-critical elevation detected: 6. BRIDGE CLOSURE PLANBridge ADT: 50 Built: 1957 % Trucks: Bridge Length (ft): 223.1 Closure Plan SummaryScour Monitoring Criteria for Consideration of Bridge Closure: Water surface elevation reaches Overtopping road or structure Scour Measurement Results / Monitoring Device Loss of Riprap Observed amount of Settlement Loss of Road Embankment Debris Accumulation Other Person / Area Responsible for Closure: Contact People (Name & Phone No.): Responsible for re-opening after inspection: 7. DETOUR ROUTE Detour route description (route number, from - to, etc.) – attach map.Average ADT: Year: % Trucks: Length: Bridges on Detour Route: Bridge Number Waterway Sufficiency Rating/ Load limitations Scour 113 code BRIDGE SCOUR EVALUATION - PLAN OF ACTION Br. No. Owner Location Facility Carried Name 09C0011 Plumas County 3 MI S OF BIG BECKWRTH- RED CLOVER INDIAN CRRD GENESSEE CREEKPlan of Action Date of Completed By: Completion:1. SCOUR VULNERABILITY RATING Scour Evaluation Summary:Scour History: a. Foundation Type Spread footing Pile Extension Footing on Piles Unknown b. Foundation Material Known ______Unknown Scour Review: Done By: Date: Structural Assessment:Done By: Date:  Critical Elevation: ______Geotechnical Assessment: Done By: Date: Critical Elevation: ______2. NBIS CODING INFORMATION Most Recent Inspection date 6/25/03 Item 113 Scour 2 Item 60 Substructure 7 Item 61 Channel & Channel Protection 7 Item 71 Waterway Adequacy 6 3. COUNTERMEASURE RECOMMENDATION C. Completed Countermeasures: D. Proposed Countermeasures: Countermeasures Not Required. (Please explain)Install Scour Countermeasures (See 4 and 5) Estimated Cost Riprap with monitoring program $ Guide bank$ Spurs / Bendway weirs / Barbs $ Relief bridge / Culvert $ Channel improvements $ Monitoring$ Monitoring device $ Check Dam $ Substructure Modification $ Bridge replacement $ Other ______$ Close Bridge (See 6)4. COUNTERMEASURE IMPLEMENTATION SCHEDULE Countermeasure Implementation Project Type: Proposed Construction Project Lead Agency Maintenance ProjectAdvertised Date: Other scheduling information: 5. MONITORING PLAN Monitoring Plan Summary:Monitoring Authority:Regular Inspection Program of ______mo. w/surveyed cross sections Items to Watch: undermining the footing Increased Inspection Interval of ______mo. w/surveyed cross sections Items to Watch:. Underwater Inspection Program Frequency ______mo. Items to Watch: Fixed Monitoring Device Type of Instrument: Installation location(s): Sample Interval: 30 min. 1 hr. 6 hrs. 12 hrs. Other ______Frequency of data logger downloading: Weekly Bi-weekly MonthlyOther ______Scour-critical discharge: ______Action required if scour-critical elevation detected:Other Monitoring Program Type: Visual Instrument  Portable Geophysical Sonar  Other gages Flood monitoring required: Yes No Flood monitoring event defined by: Discharge over ______Stage ______Elev. measured from ______Frequency of flood monitoring: 1 hr. 3 hr. 6 hrs. Other Scour critical elevation: Action required if scour-critical elevation detected: 6. BRIDGE CLOSURE PLANBridge ADT: 55 Built: 1962 % Trucks: Bridge Length (ft): 138.1 Closure Plan SummaryScour Monitoring Criteria for Consideration of Bridge Closure: Water surface elevation reaches Overtopping road or structure Scour Measurement Results / Monitoring Device Loss of Riprap Observed amount of Settlement Loss of Road Embankment Debris Accumulation Other Person / Area Responsible for Closure: Contact People (Name & Phone No.): Responsible for re-opening after inspection: 7. DETOUR ROUTE Detour route description (route number, from - to, etc.) – attach map.Average ADT: Year: % Trucks: Length: Bridges on Detour Route: Bridge Number Waterway Sufficiency Rating/ Load limitations Scour 113 code BRIDGE SCOUR EVALUATION - PLAN OF ACTION Br. No. Owner Location Facility Carried Name 09C0039 Plumas County 0.1 MI N BUCKS CR 413 SPANISH CREEK LAKE RDPlan of Action Date of Completed By: Completion:1. SCOUR VULNERABILITY RATING Scour Evaluation Summary:Scour History: a. Foundation Type Spread footing Pile Extension Footing on Piles Unknown b. Foundation Material Known ______Unknown Scour Review: Done By: Date: Structural Assessment:Done By: Date:  Critical Elevation: ______Geotechnical Assessment: Done By: Date: Critical Elevation: ______2. NBIS CODING INFORMATION Most Recent Inspection date 6/24/03 Item 113 Scour 3 Item 60 Substructure 3 Item 61 Channel & Channel Protection 3 Item 71 Waterway Adequacy 5 3. COUNTERMEASURE RECOMMENDATION E. Completed Countermeasures: F. Proposed Countermeasures: Countermeasures Not Required. (Please explain)Install Scour Countermeasures (See 4 and 5) Estimated Cost Riprap with monitoring program $ Guide bank$ Spurs / Bendway weirs / Barbs $ Relief bridge / Culvert $ Channel improvements $ Monitoring$ Monitoring device $ Check Dam $ Substructure Modification $ Bridge replacement $ Other ______$ Close Bridge (See 6)4. COUNTERMEASURE IMPLEMENTATION SCHEDULE Countermeasure Implementation Project Type: Proposed Construction Project Lead Agency Maintenance ProjectAdvertised Date: Other scheduling information: 5. MONITORING PLAN Monitoring Plan Summary:Monitoring Authority:Regular Inspection Program of ______mo. w/surveyed cross sections Items to Watch: undermining the footing Increased Inspection Interval of ______mo. w/surveyed cross sections Items to Watch:. Underwater Inspection Program Frequency ______mo. Items to Watch: Fixed Monitoring Device Type of Instrument: Installation location(s): Sample Interval: 30 min. 1 hr. 6 hrs. 12 hrs. Other ______Frequency of data logger downloading: Weekly Bi-weekly MonthlyOther ______Scour-critical discharge: ______Action required if scour-critical elevation detected:Other Monitoring Program Type: Visual Instrument  Portable Geophysical Sonar  Other gages Flood monitoring required: Yes No Flood monitoring event defined by: Discharge over ______Stage ______Elev. measured from ______Frequency of flood monitoring: 1 hr. 3 hr. 6 hrs. Other Scour critical elevation: Action required if scour-critical elevation detected: 6. BRIDGE CLOSURE PLANBridge ADT: 55 Built: 1950 % Trucks: Bridge Length (ft): 49.9 Closure Plan SummaryScour Monitoring Criteria for Consideration of Bridge Closure: Water surface elevation reaches Overtopping road or structure Scour Measurement Results / Monitoring Device Loss of Riprap Observed amount of Settlement Loss of Road Embankment Debris Accumulation Other Person / Area Responsible for Closure: Contact People (Name & Phone No.): Responsible for re-opening after inspection: 7. DETOUR ROUTE Detour route description (route number, from - to, etc.) – attach map.Average ADT: Year: % Trucks: Length: Bridges on Detour Route: Bridge Number Waterway Sufficiency Rating/ Load limitations Scour 113 code BRIDGE SCOUR EVALUATION - PLAN OF ACTION Br. No. Owner Location Facility Carried Name 09C0067 Plumas County 13.4 MI NW WARNER VALLEY WARNER CREEK SH36 RDPlan of Action Date of Completed By: Completion:1. SCOUR VULNERABILITY RATING Scour Evaluation Summary:Scour History: a. Foundation Type Spread footing Pile Extension Footing on Piles Unknown b. Foundation Material Known ______Unknown Scour Review: Done By: Date: Structural Assessment:Done By: Date:  Critical Elevation: ______Geotechnical Assessment: Done By: Date: Critical Elevation: ______2. NBIS CODING INFORMATION Most Recent Inspection date 6/23/03 Item 113 Scour 2 Item 60 Substructure 5 Item 61 Channel & Channel Protection 4 Item 71 Waterway Adequacy 5 3. COUNTERMEASURE RECOMMENDATION G. Completed Countermeasures: H. Proposed Countermeasures: Countermeasures Not Required. (Please explain)Install Scour Countermeasures (See 4 and 5) Estimated Cost Riprap with monitoring program $ Guide bank$ Spurs / Bendway weirs / Barbs $ Relief bridge / Culvert $ Channel improvements $ Monitoring$ Monitoring device $ Check Dam $ Substructure Modification $ Bridge replacement $ Other ______$ Close Bridge (See 6)4. COUNTERMEASURE IMPLEMENTATION SCHEDULE Countermeasure Implementation Project Type: Proposed Construction Project Lead Agency Maintenance ProjectAdvertised Date: Other scheduling information: 5. MONITORING PLAN Monitoring Plan Summary:Monitoring Authority:Regular Inspection Program of ______mo. w/surveyed cross sections Items to Watch: undermining the footing Increased Inspection Interval of ______mo. w/surveyed cross sections Items to Watch:. Underwater Inspection Program Frequency ______mo. Items to Watch: Fixed Monitoring Device Type of Instrument: Installation location(s): Sample Interval: 30 min. 1 hr. 6 hrs. 12 hrs. Other ______Frequency of data logger downloading: Weekly Bi-weekly MonthlyOther ______Scour-critical discharge: ______Action required if scour-critical elevation detected:Other Monitoring Program Type: Visual Instrument  Portable Geophysical Sonar  Other gages Flood monitoring required: Yes No Flood monitoring event defined by: Discharge over ______Stage ______Elev. measured from ______Frequency of flood monitoring: 1 hr. 3 hr. 6 hrs. Other Scour critical elevation: Action required if scour-critical elevation detected: 6. BRIDGE CLOSURE PLANBridge ADT: 200 Built: 1965 % Trucks: 2 Bridge Length (ft): 24.9 Closure Plan SummaryScour Monitoring Criteria for Consideration of Bridge Closure: Water surface elevation reaches Overtopping road or structure Scour Measurement Results / Monitoring Device Loss of Riprap Observed amount of Settlement Loss of Road Embankment Debris Accumulation Other Person / Area Responsible for Closure: Contact People (Name & Phone No.): Responsible for re-opening after inspection: 7. DETOUR ROUTE Detour route description (route number, from - to, etc.) – attach map.Average ADT: Year: % Trucks: Length: Bridges on Detour Route: Bridge Number Waterway Sufficiency Rating/ Load limitations Scour 113 code BRIDGE SCOUR EVALUATION - PLAN OF ACTION Br. No. Owner Location Facility Carried Name 09C0130 CITY OF 0.2 MI S SH 70 GULLING STREET MIDDLE FORK PORTOLA FEATHER RIVPlan of Action Date of Completed By: Completion:1. SCOUR VULNERABILITY RATING Scour Evaluation Summary:Scour History: a. Foundation Type Spread footing Pile Extension Footing on Piles Unknown b. Foundation Material Known ______Unknown Scour Review: Done By: Date: Structural Assessment:Done By: Date:  Critical Elevation: ______Geotechnical Assessment: Done By: Date: Critical Elevation: ______2. NBIS CODING INFORMATION Most Recent Inspection date 8/18/04 Item 113 Scour 3 Item 60 Substructure 6 Item 61 Channel & Channel Protection 6 Item 71 Waterway Adequacy 8 3. COUNTERMEASURE RECOMMENDATION I. Completed Countermeasures: J. Proposed Countermeasures: Countermeasures Not Required. (Please explain)Install Scour Countermeasures (See 4 and 5) Estimated Cost Riprap with monitoring program $ Guide bank$ Spurs / Bendway weirs / Barbs $ Relief bridge / Culvert $ Channel improvements $ Monitoring$ Monitoring device $ Check Dam $ Substructure Modification $ Bridge replacement $ Other ______$ Close Bridge (See 6)4. COUNTERMEASURE IMPLEMENTATION SCHEDULE Countermeasure Implementation Project Type: Proposed Construction Project Lead Agency Maintenance ProjectAdvertised Date: Other scheduling information: 5. MONITORING PLAN Monitoring Plan Summary:Monitoring Authority:Regular Inspection Program of ______mo. w/surveyed cross sections Items to Watch: undermining the footing Increased Inspection Interval of ______mo. w/surveyed cross sections Items to Watch:. Underwater Inspection Program Frequency ______mo. Items to Watch: Fixed Monitoring Device Type of Instrument: Installation location(s): Sample Interval: 30 min. 1 hr. 6 hrs. 12 hrs. Other ______Frequency of data logger downloading: Weekly Bi-weekly MonthlyOther ______Scour-critical discharge: ______Action required if scour-critical elevation detected:Other Monitoring Program Type: Visual Instrument  Portable Geophysical Sonar  Other gages Flood monitoring required: Yes No Flood monitoring event defined by: Discharge over ______Stage ______Elev. measured from ______Frequency of flood monitoring: 1 hr. 3 hr. 6 hrs. Other Scour critical elevation: Action required if scour-critical elevation detected: 6. BRIDGE CLOSURE PLANBridge ADT: 5000 Built: 1954 % Trucks: 8 Bridge Length (ft): 252.0 Closure Plan SummaryScour Monitoring Criteria for Consideration of Bridge Closure: Water surface elevation reaches Overtopping road or structure Scour Measurement Results / Monitoring Device Loss of Riprap Observed amount of Settlement Loss of Road Embankment Debris Accumulation Other Person / Area Responsible for Closure: Contact People (Name & Phone No.): Responsible for re-opening after inspection: 7. DETOUR ROUTE Detour route description (route number, from - to, etc.) – attach map.Average ADT: Year: % Trucks: Length: Bridges on Detour Route: Bridge Number Waterway Sufficiency Rating/ Load limitations Scour 113 code BRIDGE SCOUR EVALUATION - PLAN OF ACTION Br. No. Owner Location Facility Carried Name 09C0137 Plumas County 0.1 MI S OF S.H. 1ST AVENUE NORTH FORK 36 FEATHER RIVERPlan of Action Date of Completed By: Completion:1. SCOUR VULNERABILITY RATING Scour Evaluation Summary:Scour History: a. Foundation Type Spread footing Pile Extension Footing on Piles Unknown b. Foundation Material Known ______Unknown Scour Review: Done By: Date: Structural Assessment:Done By: Date:  Critical Elevation: ______Geotechnical Assessment: Done By: Date: Critical Elevation: ______2. NBIS CODING INFORMATION Most Recent Inspection date 9/11/03 Item 113 Scour 2 Item 60 Substructure 6 Item 61 Channel & Channel Protection 5 Item 71 Waterway Adequacy 6 3. COUNTERMEASURE RECOMMENDATION K. Completed Countermeasures: L. Proposed Countermeasures: Countermeasures Not Required. (Please explain)Install Scour Countermeasures (See 4 and 5) Estimated Cost Riprap with monitoring program $ Guide bank$ Spurs / Bendway weirs / Barbs $ Relief bridge / Culvert $ Channel improvements $ Monitoring$ Monitoring device $ Check Dam $ Substructure Modification $ Bridge replacement $ Other ______$ Close Bridge (See 6)4. COUNTERMEASURE IMPLEMENTATION SCHEDULE Countermeasure Implementation Project Type: Proposed Construction Project Lead Agency Maintenance ProjectAdvertised Date: Other scheduling information: 5. MONITORING PLAN Monitoring Plan Summary:Monitoring Authority:Regular Inspection Program of ______mo. w/surveyed cross sections Items to Watch: undermining the footing Increased Inspection Interval of ______mo. w/surveyed cross sections Items to Watch:. Underwater Inspection Program Frequency ______mo. Items to Watch: Fixed Monitoring Device Type of Instrument: Installation location(s): Sample Interval: 30 min. 1 hr. 6 hrs. 12 hrs. Other ______Frequency of data logger downloading: Weekly Bi-weekly MonthlyOther ______Scour-critical discharge: ______Action required if scour-critical elevation detected:Other Monitoring Program Type: Visual Instrument  Portable Geophysical Sonar  Other gages Flood monitoring required: Yes No Flood monitoring event defined by: Discharge over ______Stage ______Elev. measured from ______Frequency of flood monitoring: 1 hr. 3 hr. 6 hrs. Other Scour critical elevation: Action required if scour-critical elevation detected: 6. BRIDGE CLOSURE PLANBridge ADT: 1971 Built: 1947 % Trucks: 3 Bridge Length (ft): 132.9 Closure Plan SummaryScour Monitoring Criteria for Consideration of Bridge Closure: Water surface elevation reaches Overtopping road or structure Scour Measurement Results / Monitoring Device Loss of Riprap Observed amount of Settlement Loss of Road Embankment Debris Accumulation Other Person / Area Responsible for Closure: Contact People (Name & Phone No.): Responsible for re-opening after inspection: 7. DETOUR ROUTE Detour route description (route number, from - to, etc.) – attach map.Average ADT: Year: % Trucks: Length: Bridges on Detour Route: Bridge Number Waterway Sufficiency Rating/ Load limitations Scour 113 code

Bridge Scour Evaluation - Plan of Action

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