The INDOT and HNTB field inspection and management team for the I-65 Northwest Indiana Design-Build-Best Value project in Lake County, Indiana, will discuss differences in the implementation and reporting requirements for field personnel via this project delivery method versus a traditional design-bidbuild INDOT project

Chapman, Nick

Davis, A. Kent

Whitaker, Jeff

English

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2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointFULL-DEPTH RECLAMATION (FDR)FOR PREVENTIVE MAINTENANCE: SR 65 ANALYSISKent Davis, INDOT PMJeff Whitaker, PE, Lochmueller GroupJoe Hile, PE, LS, Specialties CompanyTodd Richardson, PE, American Structurepoint2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMINI-SCOPE: 6/2015 • SR 65 - SR 165 to SR 64 (6.04 miles)• Restore the Surface Condition and Increase the Service Life• Update Curb Ramps 2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointTRAFFIC DATAYear Total PA BCAADT 2014 3700 2910 790 CountAADT 2017 3800 3000 800 Est. • 2014 – Coal Company Opened New Location• CR 350 to SR64 – Coal Truck Dist. 90%/10%• 2017 – 5.9 Million Tons/Year of Coal (Approx. 236,000 Trucks)2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointTRAFFIC DATAYear Total PA BCAADT 2017 4700 3000 1700 Est.IncreaseAADT 2017 4100 2500 1600 Count • 2018 & 2019 – Projected 7-8 Million Tons/Year (300,000 Trucks)2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointDESIGN DATA• PM - Partial 3R (Non-Freeway)• State Collector• Urban & Rural• Level Terrain• R/W – Concerns2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPAVEMENT HISTORY• 1938 – Original Construction 18’ Wide• 1959 – Widened to 22’ & Resurfaced• 1963 – Resurfaced• 1996 – Widened to 26’ with Functional Overlay• 2012 – Chip Sealed2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPAVEMENT CONDITIONSevere Pavement Failures• NBL from CR 350S to SR 64Surface Stripping• SR 165 to CR 350S2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPAVEMENT CONDITION – CR 350S TO SR642018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPAVEMENT CONDITION – CR 350S TO SR642018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPAVEMENT CONDITION – CR 350S TO SR642018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPAVEMENT CONDITION – CR 350S TO SR642018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPAVEMENT CONDITION – SR 165 TO CR 350S2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPAVEMENT CONDITION – SR 165 TO CR 350S2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointINDOT PAVEMENT CORES/FWDExisting HMA Pavement – 12” Average Thickness2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointINDOT PAVEMENT CORES/FWD2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointINDOT PAVEMENT CORES/FWD2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMINI-SCOPE PAVEMENT OPTIONSSevere Surface Stripping & Failures in Base from the Pavement Cores• Option 1:  Full Depth Patching w/Surface Overlay• Option 2:  Functional Mill/Overlay• Option 3:  FDR with HMA Overlay2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPROJECT DESIGNLochmueller Group,Jeff Whitaker, PE2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPROJECT DESIGN• Design Process• NTP - May 2016• Stage 3 – Nov. 4, 2016• Final Tracings – Dec. 26, 2016• Letting – April 5, 20172018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPROJECT DESIGN• Scoping Meeting• Preventive Maintenance• Partial 3R (Non-Freeway)• Pavement Design (Urban & Rural)2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointFINAL PAVEMENT DESIGN Pavement Alternative Rural SectionInitial Const. Cost Service Life Cost/Lane Mile/Year of Service LifeFDR with HMA Overlay (4” Mill, 10” FDR, 7” HMA) $2,779,524 20 $11,543Functional HMA Mill/Overlay(4” HMA Mill/Overlay w/Patching) $3,428,859 15 $18,986Full Depth HMA Reconstruction(10” HMA on SGT) $3,239,031 20 $13,451Approved October 14, 20162018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPROJECT DESIGNOther Pavement Alternatives• FDR with 4” – 5” Thin Concrete Overlay• 8” – 9” Concrete Pavement2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPROJECT DESIGNHow Does the Pavement Section Affect?• MOT• Coal Truck Traffic• Environmental Document & Permits• R/W2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointFDR/HMA RURAL TYPICAL• 4” Mill• 10” FDR• 7” HMA (1.5” Surface, 2.5” Intermediate, 3” Base)• 3” Increase in Elevation• Transition Street/Drive Approaches• Transition Aggregate Shoulders2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointHMA FULL DEPTH TYPICAL• 10” HMA (1.5” Surface, 2.5” Intermediate, 6” Base, SGT)• Transition - Bridge Approaches• Transition – Approach to SR 64 2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointFUNCTIONAL HMA MILL/OVERLAY• Initially Proposed 4” Mill/Overlay• 2.5” Mill • 4” HMA (1.5” Surface, 2.5” Intermediate)• 1.5” Increase in Elevation• HMA Full Depth Patching2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPROJECT DESIGNProject Divide into 2-Sections• Functional PM – 0.59 miles• Structural PM – 5.45 miles2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMOT/SCHEDULE• Meeting w/Coal Mine• Meeting w/Town of Owensville• Letting April 5, 2017 • Completion Date November 10, 20172018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPHASE 1 - MOT• CR 350S to SR 64 (3.49 miles)• FDR/FD HMA Section • Road Closure w/Detour• Coal Truck Traffic 2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPHASE 2 - MOT• Old Princeton Rd to CR 350S (1.98 miles)• FDR/HMA Overlay Section• Road Closure w/Detour• Coal Truck Traffic2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPHASE 3 - MOT• SR 165 to Old Princeton Rd (0.59 miles)• HMA Mill/Overlay & Patching• Flagging Operations2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointDETOUR - MOT• Phase 1 & 2• SR 168 to US 41 to SR 64/652018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPLANS• Horizontal Alignment (Entire Project)• Vertical Alignment (Full Depth & FDR Sections)• HMA Wedge for Street/Driveway/Mailbox Approaches• Shoulder Aggregate Wedge• Guardrail - End Treatments/Length of Need• Signal Detection SR64/652018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPLANS• Curb Ramps (ADA Technical Review Committee)• Curb Work• Storm Sewer Work• Level 1 Design Exception for Travel Lane Cross Slope (Functional Overlay)• Bundled Project w/SR 64 Project2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointFDR PROCESSSpecialties Company, Joe Hile, PE, LS2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMIX DESIGN2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointINITIAL MILLING2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPRE-PULVERIZATION2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointCORRECTIVE AGGREGATE2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointSPREADING OF CEMENT2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointFINAL MIXING2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointCOMPACTION2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointGRADING2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointCURING2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointACCEPTANCE TESTING2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointPROFILE MILLING2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointFINAL PAVEMENT2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointCONSTRUCTION INSPECTIONAmerican Structurepoint, Todd Richardson, PE2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointCONSTRUCTION INSPECTION• Testing Requirements• Mix Design• General Notes• MOT2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointTESTING REQUIREMENTS2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMIX DESIGN• The contractor is responsible for obtaining all samples required to develop the mix design• One sample per lane mile of planned RBC shall be the minimum sampling frequency for mix design preparation• The contractor shall provide a mix design or designs for approval at least 15 calendar days prior to beginning the pulverization operation• The mix design shall include all test results performed• If new materials are added, a new mix design, including the revised test results, shall be submitted at least one day prior to implementation2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointGENERAL NOTES• Specialties was able to complete approximately 1 mile at 26 feet wide per day.• Phase 1 had 2 residences and 1 hog farm that needed access daily. • Phase 2 had 40 residences.• Specialties was able to coordinate their stabilization areas so that residents would have access from either the north or south at all times.2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointGENERAL NOTES• The FDR process is similar to Subgrade Treatment but has the additional pulverization step.• The same equipment was used for the FDR as Subgrade Treatment.• HMA Paving took place 10-14 days after stabilization.  • 7 Day Cure period, Proofroll, 2 Days for profile milling. 2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMAINTENANCE OF TRAFFIC• Phase 1• Closed SR 65 from CR 350 S to SR 64• Coal trucks were detoured through Owensville• SR 65 was closed June 5 and opened on July 31• Phase 1 was 3.49 miles in length and included 49,916 sys of FDR and 23,887 tons of HMA2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMAINTENANCEOF TRAFFIC2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMAINTENANCEOF TRAFFIC2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMAINTENANCEOF TRAFFIC2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMAINTENANCE OF TRAFFIC• Phase 2• Closed SR 65 from Owensville to CR 350 S• Coal trucks were allowed to use the paved FDR section• Phase 2 was closed August 2 and opened September 28• Phase 2 was 1.98 miles in length and included 32,291 sys of FDR and 12,023 tons of HMA2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMAINTENANCE OF TRAFFIC• Phase 3 Patching• Quantities• 538.7 tons of HMA Patching – Plan• 1149.2 tons of HMA Patching – Used• 1216 sys of SGT Type IC - Plan• 2311 sys of SGT Type IC - Used2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMAINTENANCEOF TRAFFIC2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointMAINTENANCEOF TRAFFIC2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointSR 65 – FDR CONTRACTORS• E&B Paving, Inc.- Prime/Paving Contractor • Javelina Construction, Inc. - 4" Mill • Specialties Company, LLC - 10" FDR • Weddle Bros. Highway Group, LLC - Fine Grading of FDR 2018 PURDUE ROAD SCHOOLINDOT    |    Lochmueller Group    |   Specialties Company    |    American StructurepointQUESTIONS?Kent Davis, INDOT PMAndy Pinkstaff, INDOT AEDave Dallas, INDOT PavementLochmueller Group, Jeff WhitakerAmerican Structurepoint, Ken OlsenAmerican Structureponit, Todd RichardsonE&B Paving, Nick ChapmanSpecialties Company, Joe Hile

Full-Depth Reclamation (FDR) for Preventive Maintenance: SR 65 Analysis

https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=4240&amp;context=roadschool

Full-Depth Reclamation (FDR) for Preventive Maintenance: SR 65 Analysis

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