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Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

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Page 1: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Todd Demski, P.E., CBI, CWIFish & Associates, Inc.

February 19, 2015

Initial Inspections for Ancillary Structures - 2015

Page 2: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Presentation Overview Required Documentation Prior to Initial

Inspection WisDOT Forms/Bolting Requirements Common Deficiencies Found During Initial

Inspections Notification

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Page 3: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Required Documentation Prior to Creating Work Orders

• Structure Layout Sheets• Sign Structure Plans

Prior to Initial Inspections• Sign Support Shop Drawings• DT2321 – Anchor Rod Installation Form• DT2322 – Pre-Installation Verification of

High Strength Bolts Test

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Page 4: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

WisDOT Forms DT2321 – High Strength Steel Anchor Rod

Installation Tensioning Record

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Page 5: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

WisDOT Forms DT2321 – High Strength Steel Anchor Rod

Installation Tensioning Record• Step 1: Material• Step 2: Plumb• Step 3: Lubricate• Step 4: Leveling Nut Placement• Step 5: Snugging• Step 6: Turn of Nut• Step 7: Verification Torque• Step 8: Jam Nuts, If Applicable

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Page 6: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

WisDOT Forms DT2322 – Ancillary Structures Pre-

Installation Verification Test of High Strength Bolts

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Page 7: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

WisDOT Forms DT2322 – Ancillary Structures Pre-

Installation Verification Test of High Strength Bolts• Average of Three Tests• Compress Dimples to

One More than Average • Tested with 0.005”

Feeler Gauge• Contractor Should

Not Deadpan DTI’s

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Page 8: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Construction Deficiencies Faying Surface Gaps – Bolts Not Tensioned Washers Between Faying Surfaces – Not

Allowed Use of Lock Washers – Not Allowed

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Page 9: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Construction Deficiencies Excessive Anchor Bolt Standoff Anchor Bolts Not Centered Skewed Anchor Bolts

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Page 10: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Construction Deficiencies Incorrect Bolts Length

• Luminaire Arm Connection Bolts Skewed Post-to-Truss Clamps

• 2-Chord Structures

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Page 11: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Notification Engineer to Notify after Installation:

• Pat Gavinski – WisDOT SW Region• Dave Bohnsack – WisDOT SW LaCrosse• Todd Demski – Fish & Associates, Inc.• Brian Schmidt – Fish & Associates, Inc.

Initial Inspection Requirements:• Within 2 Weeks of Notification• Draft Report Within 1 Week Following

Inspection via Email

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Page 12: Todd Demski, P.E., CBI, CWI Fish & Associates, Inc. February 19, 2015 Initial Inspections for Ancillary Structures - 2015

Questions? Pat Gavinski – WisDOT SW Region

[email protected]

Dave Bohnsack – WisDOT SW LaCrosse

[email protected]

Todd Demski – Fish & Associates, Inc.

[email protected]

Brian Schmidt – Fish & Associates, Inc.

[email protected]