MOP Update 2017
The N e New I Inspec ection
- n Proces
ess!
Gary Angles, P.E., Construction Administrator Craig Landefeld, P.E., Pavements Specialist
MOP Update 2017 The N e New I Inspec ection on Proces ess! - - PowerPoint PPT Presentation
MOP Update 2017 The N e New I Inspec ection on Proces ess! Gary Angles, P.E., Construction Administrator Craig Landefeld, P.E., Pavements Specialist Ove verview FHWA Requirements Risk Based Inspection prioritization Process
Gary Angles, P.E., Construction Administrator Craig Landefeld, P.E., Pavements Specialist
Forms are currently being finalized, but will be continually improved! April 2017, 2 Pilots per District Minimum - GoFormz July 2017, rest of State will utilize the new form system.
been prioritized!
Prioritization of Inspection Activities
1 - Full time inspection 2 - Intermittent inspection 3 - End product Inspection
Prioritization of Documentation Requirements
1 - Minimum once per day 2 - Minimum once per Item 3 - Minimum once per group of similar items
What is in the Plan What is measured and will be entered into SharePoint What is entered for Payment into SiteManager
Sheets used for calculations or documentation currently Should be very familiar
MOP Priorities
Lookup documents required on Inspection Form Selection List: STEEL PILES HP 12X53, DRIVEN Quality Form: CA-Q-0507 Quantity Form: CA-D-2 Length Worksheets: CA-S-3
Header Information: Paper Form: Input Project Data Go Formz: Pre-populates Header Data
Lookup documents required on Inspection Form Selection List: ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446) Quality Form: CA-Q-0442 Worksheets: CA-FP-3, CA-FP-4, CA-FP-5, TE-217 Quantity Form: CA-D-2 Volume
It is vitally important for all those using the new system to provide feedback!
Contact Gary Angles regarding Risk and Procedure items. Contact Janet Treadway regarding GoFormz and Sharepoint. Contact the Technical Specialists regarding form content.
beginning work
Edited For Content; No Policy Changes
Reorganized, Corrected References, Cleaned Up
Revised Figure 204.G & GB1 Figure B Subgrade Treatment Chart
New Form CA-EW-13
Required Min. Number of Roller Passes
Improved Form
OMC from a test section
Improved Form
Correction Calculations
Required
Test Strip Layout
SS-842 Correcting Elevation of Concrete Approach Slabs with High Density Polyurethane SS-847/848 Bridge Deck Repair and Overlay with Concrete using Scarification and Chipping /Hydro-demolition SS-849 Heat Straightening of Damaged Structural Steel
SS-842 Correcting Elevation of Concrete Approach Slabs with High Density Polyurethane
Sunken Approach Slab
Contractor required to submit written installation plan
SS-842 Correcting Elevation of Concrete Approach Slabs with High Density Polyurethane
Injecting HDP
Contractor required to check elevation of Approach Slab
Bridge Deck Repair and Overlay with Concrete using Scarification and Chipping /Hydro-demolition
Hydro-Demolition Machine
Contractor required to remove unsound concrete and depth specified in plans
Bridge Deck Repair and Overlay with Concrete using Scarification and Chipping /Hydro-demolition
Overlay Placement
Contractor required to place, finish and cure overlay concrete to grades specified in plans
Heat Straightening of Damaged Structural Steel
Damaged Structural Steel
Contractor required to submit Straightening Plan
Heat Straightening of Damaged Structural Steel
Repairing Damaged Steel
Contractor required to straighten steel members to tolerances listed in SS 849.
information is duplicated on the SCD’s