Concrete Pavement Tour/Meeting Participants Penndot / ACPA Pennsylvania Chapter

2017 Concrete Pavement Tour/Meeting Participants PennDOT / ACPA Pennsylvania Chapter

Concrete Pavement Tour Hosted by PennDOT Engineering District 6 in cooperation with the Pennsylvania Turnpike Commission and the Pennsylvania Aggregates & Concrete Association

Tuesday, August 29, 2017

5-7 pm Sign-In at Radisson Hotel, Valley Forge, PA

Wednesday, August 30, 2017

7:00 Sign-In at Radisson Hotel, Valley Forge, PA (coffee included with Registration) 8:00 Welcome/Introductions Dunheimer / Becker Tour Overview Early / Borkowski Safety Briefing Jucha / Robinson 8:30 Load Buses All 8:45 Buses Depart Hotel All

Green Bus

9:00 US-422 Section SRB/Valley Forge (J. D. Eckman, Inc.) 10:15 Drive-through: I-76 Schuylkill Expressway or I-476/I-95 Airport Area Projects 11:00 Tour of Ready-Mixed Concrete Plant/Recycling Facility (Castor) Noon Drive-through: I-676 Precast Concrete CPR 12:15 Lunch at Penn Treaty Park (included with registration) I-95, Section GR3/Philadelphia (J. J. Anderson Construction) 2:00 Drive-through: Other I-95 active/completed projects 2:45 I-95/I-276, Section D20 (Morrissey Construction) 4:00 Drive-through: Bensalem Interchange (Allan Myers Construction) 5:00 Return to Hotel

6:00 Informal Reception at Radisson (included with registration)

Red Bus

9:00 US-422, Section SRB/Valley Forge (J. D. Eckman, Inc.) 10:15 Drive-through: I-76 Schuylkill Expressway or I-476/I-95 Airport Area Projects 11:00 Tour of Recycling Facility/Ready-Mixed Concrete Plant (Castor) Noon Drive-through: I-676 Precast Concrete CPR 12:15 I-95, Section GR3/Philadelphia (J. J. Anderson Construction) Lunch at Penn Treaty Park (included with registration) 2:00 Drive-through: Other I-95 ongoing/completed projects 2:45 I-95/I-276, Section D20 (Morrissey Construction) 4:00 Drive-through: Bensalem Interchange (Allan Myers Construction) 5:00 Return to Hotel

6:00 Informal Reception at Radisson (included with registration) US-422 (SRB) ECMS 70197 A Contract Amount: $97,380,711 Project Description: Reconstruction of Pavement & Bridge over Schuylkill River, Montgomery & Chester Cos. Date Let: November 11, 2015 Prime/Paving Contractor: J. D. Eckman Concrete Producer: Rahns Construction Materials Concrete Pavement Thickness: Typically 12 inches (61,327 square yards) Project Square Yards: 77,942 Joint Spacing: 15 foot perpendicular Base: 4 inches ATPB over 4 inches 2A Notes/Special Comments: Concrete pavement being constructed using fixed forms.

US-422 (Section M2C) ECMS 84308 B Contract Amount: $35,581,408 Project Description: Reconstruction & Realignment of Pottstown Bypass Expressway, Montgomery County Anticipated Completion Date: 11/21/2020 Prime Contractor: H&K Group Paving Contractor: H&K Group Roadway Length: 1.2 miles Concrete Pavement Thickness: 11” (64,200 square yards) and 9” (17,814 square yards) Joint Spacing: 15 foot perpendicular Base: 4 inches treated permeable base over four inches ATPB Notes/Special Comments: Long-Life Concrete Pavement, Contract includes JIT2

Schuylkill Expressway C

Construction of the road began in 1949. The road was completed in stages, with a short segment near King of Prussia opening in 1951 along with the Turnpike's Philadelphia Extension, with the section from King of Prussia to Conshohocken opening a year later. The section between Conshohocken and City Avenue opened in 1954. The Walt Whitman Bridge opened in 1957. The expressway was completed through Fairmount Park in 1959, and in 1960 the entire expressway was complete with the opening of the segment through University City.

Pavement rehabilitation work continues to be performed on the Schuylkill Expressway. This pavement was first overlaid in the mid to late 1980’s. Today, under typically 7 to 9 inches of bituminous overlay exists jointed-reinforced concrete pavement with typical joint spacing at 61.5 foot of a thickness of approximately 10 inches.

A study is currently underway to determine the viability of widening the shoulders to full-width for use by commuters to mitigate congestion during morning and afternoon rush hours.

Interstate 476 (Blue Route) D

Construction of I-476 began in 1967, but was not completed until 1991 between MacDade Boulevard (Exit 1) and Interstate 76 (Exit 16), and until 1992 between Germantown Pike east/Chemical Road (Exit 19) and Interstate 276/Pennsylvania Turnpike (Exit 20), due to litigation by several communities over environmental concerns.

The section of Interstate 476 (south end of I-476) between I-95 and MacDade Blvd. (Exit 1) was opened in 1987. In 1991, I-476/was opened between Exits 1 and 16, and connected with the short existing section of roadway dating back to 1979 from Exit 16-Exit 19.

The road received its “blue route” nickname from a 1958 location report indicating various proposed geographic configurations of an expressway through Delaware County with lines of various colors on a map. The "blue route" through Crum Creek Valley won out over other contenders, which included a more easterly "red route" and "yellow route" and a more westerly "green route."

Interstate 95 (Airport Vicinity) E In 1945, the city approved the current routing as the Delaware Expressway, envisioned to link all the industrial areas along the river along Route 291 with the US-1 bridge to New Jersey. This highway was to be part of the Pennsylvania Turnpike, but with the advent of the Interstate Highway System in 1956, the project was turned over to PennDOT and incorporated into Interstate 95. Construction on the road as a jointed reinforced concrete pavement commenced in 1959. By 1979, the entire length of I-95 in Pennsylvania was open to traffic with the exception of a four-mile segment near the airport.

Completion of the final section of the highway faced considerable difficulty, as the road was to be built on a layer of clay separating the city's water supply from the output of its sewage treatment plant. Some of this final segment was apparently constructed as a continuously-reinforced concrete pavement. This final segment was opened to traffic in 1985. Castor Materials Plant F

I-676 (Vine Street Expressway) ECMS 82705 G Contract Amount: $3,389,183

Project Description: Preventive maintenance and pavement preservation on I-676 from 18th Street to Interstate 95 in Philadelphia. The work consists of furnishing and installing reinforced pre-cast concrete pavement repair slabs as indicated and in accordance with manufacturers specification. The work included saw-cutting and removal of existing pavement, fine/super grading, placement of pre-cast panels, installing dowel grout in inverted dovetail slots, and installing bedding grout under the slabs.

Completed: September 2009 Prime/Placement Contractor: J. J. Anderson Material Supplier: The Fort Miller Company Diamond Grinding Contractor: Central Atlantic Grooving & Grinding Patches Placed: 77

I-676 was originally constructed in 1990, and after 19 years was ready for a major pavement preservation project. Cracks had developed at over 70 locations and concerns over moisture entering through these cracks and weakening the pavement system resulted in a proactive approach of repairing the pavement in 2009 versus allowing further damage to occur, a much longer construction schedule and more severe traffic implications. Repairing the expressway while it was in relatively good condition was not only prudent, but cost-effective in terms of construction and public impact. Not only has this project restored the highway’s structural integrity, but it also improved the smoothness and friction of the road surface.

The pre-cast slabs (pavement patches) were 12 inches thick, 6 to 8 feet in length and 12 feet wide. Weighing between 11,500 and 14,500 pounds, 77 patches were installed. This was the first project in Pennsylvania to use this precast system. The cost per slab ranged from $4,320 to $5,760.

Penn Treaty Park *

Traditional site of a treaty between William Penn and the Indians, this park is maintained by the City of Philadelphia in commemoration of the Proprietor’s peaceful relations with the Indians. Interstate 95 Corridor Overview HIJKLM

I-95 (Sections GIR) H

Section ECMS Prime Concrete Paving Contract Amount Completion Date JPCP Contractor Square Yards GR0 80094 Anderson Anderson $9 million Completed 2010 21 GR1 79686 Anderson Anderson $91 million Completed 2016 n/a GR2 83640 Anderson Anderson $40 million Completed 2015 14,410 GR3 79826 Anderson Anderson $211 million July 2018 38.587 GR4 TBD TBD TBD Letting Fall 2017 52,500 GR5 TBD TBD TBD TBD 30,500 I-95 (GR3) ECMS 79826 I Contract Amount: $211,763,226 Project Description: I-95 Reconstruction Date Let: 10/31/2013 Prime/Paving Contractor: J. J. Anderson Construction Portland Cement Supplier: Lehigh Hanson Concrete Pavement Thickness: 15” thick (13,678 square yards); 8” thick (26,646 square yards)

I-95 GR3 8-5-2017

Location of Paving Scheduled for August 30, 2017 I-95 (Section AFC) J

Section ECMS Prime Concrete Paving Contract Letting Date JPCP SY Contractor Contractor Amount AF1 Letting 2/1/2018 n/a AF2 Letting 6/1/2020 n/a AF3 Letting 2023 AF4 Letting 2027

I-95 (Sections BRI-BSR) K

Section ECMS Prime Concrete Paving Contract Let/Completion JPCP SY Contractor Contractor Amount Date BRO Driscoll/Pierson SJA Construction $160,296,564 Completion 11,524 9/18/2017 BR2 Letting 09/2019 BR3 Letting 2022 BS1 Letting 08/2018 BS2 Letting 2020 Structure BS3 Letting 2025 City Street BS4/ A.P. Construction $81,022,833 Completion 22,616 HO4 08/20/2020

I-95 (Section CPR) L

Section ECMS Prime Contractor Concrete Paving Contract Amount Completed JPCP SY Contractor CP1 Tony DePaul & Sons N/A $32 million 2012 n/a CP2 79685 Walsh Walsh $212 million 2017 118,193 RS3 Nishaminy Contractors / J. J. Anderson $85 million 2005 Crossing Construction

I-95 (Section D20) M

Project Description: As the second contract for construction of the I-95/I-276 Interchange connection, Section D20 will widen existing I-95 between Neshaminy Creek and existing I-276. The project will include construction of the new Southbound I-95 “flyover” structure, which will connect I-95 Southbound and I-276 Westbound.

Existing I-95 north of the Turnpike will be re-designated as I-295 with new signing installed as part of this project. In order to provide sufficient room for the merging of the two roadways, Section D20 consists of widening and reconstruction of approximately 2 miles of existing I-95.

This project also includes: • Construction of a 15-span bridge connecting the newly aligned I-95 with the re-designated I-295 • Construction of 5 retaining walls along both Northbound and Southbound I-95 due to widening of the existing roadway • 3 sound barrier walls along Northbound areas of the project • Replacement/reconstruction of the existing roadways

Notice to Proceed: August 2015 Anticipated Completion Date: Approximately August 2018 Prime/Paving Contractor: J. D. Morrisey Construction Portland Cement Supplier: Buzzi Unicem USA Roadway Length: Approximately 2 miles (from SR-413 to mainline I-276) Concrete Pavement Thickness: 14 inches (180,000 square yards) Joint Spacing: 15 foot Base: 4 inches ATPB over 6 inches 2A M I-95/295 (Section PM1) N

Contract Amount: $29,633,134 Project Description: High Early Strength Patching & Bituminous Overlay Prime/Paving Contractor: J. J. Anderson Construction Concrete Class: Accelerated High Early Strength Patching (10” depth) Over 16,800 square yards (bid at approximately $340/square yard)

I-276/US-1 ( Bensalem Interchange) O Contract: T-355.00P002-3-04 Contract Amount: $21,780,000 Award/Completion Dates: July 2016/May 2019 Project Description: Interchange Reconstruction Prime/Paving Contractor: Allan Myers Concrete Pavement: 21,420 Square yards (15 inches thick) Base: 4” ATPB over 6” 2A Notes: Use of pre-cast panels at select locations at the toll booth added to contract by addendum; to be installed in 2018.

photo taken from a previously

I-476 (Section RDC) ECMS 80479 P Project Description: Reconstruction & Widening of I-476, Montgomery County Contract Amount: $71,728,383 Completed: 2011 Prime/Paving Contractor: Allan Myers / Hempt Brothers Concrete Pavement Thickness: 14” (approximately 21,500 square yards) Joint Spacing:15 foot Base: ATBB over 2A US-202 (Sections 403, 404, 405) Q Project Description: Reconstruction & Widening of US-202, Montgomery & Chester Counties Completed: 2003 Prime Contractor: Allan Myers Paving Contractor: No. 1 Construction Notes/Special Comments: When project was constructed, based on known aggregate properties at that time, mitigation was not required and no supplemental materials were used. Project has subsequently shown signs of severe ASR deterioration and was the primary impetus for the establishment of the ASR Pro-Team. US-202 (Section 420) R Project Description: Reconstruction & Widening Completed: 2004 Prime Contractor: Glasgow Paving Contractor: J. D. Morrisey Construction US-202 (Section 320) ECMS 64494 S Contract Amount: $105,415,094 Project Description: Reconstruction & Widening, Chester County Awarded 2010, Completed: 2012 Prime/Paving Contractor: R. E. Pierson Concrete Pavement Thickness: 12 inches Square Yards Pavement: 318,000

US-202 (Section 330) ECMS 64498 T Contract Amount: $63,381,084 Project Description: Reconstruction & Widening, Chester County Constructed 2013-2014 Prime Contractor: Allan Myers Paving Contractor: Allan Myers (2013) /R. E. Pierson (2014) Concrete Pavement Thickness: 12 inches Square Yards: 132,000 Joint Spacing: 15 foot perpendicular

US-202 (Section 510) ECMS 80021 U Letting Date: 9/14/2017 Square Yards Pavement 6,021 (10 inches thick) Project Includes Precast Concrete Panels for Intersection Improvement

PennDOT / ACPA Pennsylvania Chapter

Concrete Pavement Meeting hosted by PennDOT Engineering District 6 in cooperation with the Pennsylvania Turnpike Commission and the Pennsylvania Aggregates & Concrete Association

Thursday, August 31, 2017

7:00 Sign-In for Meeting (coffee/snacks included with Registration)

1st Session Moderator: John M. Becker, P.E. 8:00 Welcome John M. Becker, P.E., ACPA/PA

8:05 PennDOT Concrete Pavement Initiatives George W. McAuley, P.E., Deputy Secretary for Administration

8:30 Deployment of Innovative Testing Concepts for Concrete Pavements Neal W. Fannin, P.E., PennDOT & Richard R. Jucha, P.E. ACPA/PA 9:00 Overview of the Tour George A. Dunheimer, P.E., PennDOT District 6 9:15 Observations from the Tour Joseph S. Robinson, P.E., PennDOT/QA 9:45 Break

2nd Session Moderator: Richard R. Jucha, P.E. 10:00 District 6 Program & Concrete Pavement Initiatives Kenneth M. McClain, District Executive

10:30 Roundtable Discussion on Concrete Pavement Topics/Issues Joseph S. Robinson, P.E., & John M. Becker, P.E.

Noon Adjourn (box lunches to go, included with your registration)

12:30 Tour of District 6 Traffic Control Center (Optional)

Anti-Trust Statement

The American Concrete Pavement Association Pennsylvania Chapter assigns the highest priority to full compliance with both the letter and the spirit of the antitrust laws. It is vital that this event be conducted in a manner consistent with that policy. If at any time during the course of this event, an ACPA Pennsylvania Chapter member or staff or any other attendee believes that a sensitive topic under the antitrust laws is being discussed, or is about to be discussed, they will so advise attendees and halt further discussion. As an attendee, you should likewise not hesitate to voice any concerns that you may have in this regard. It is important to bear in mind that those in attendance at this event may be your competitors. Any discussions of commercial matters with one’s competitors may create the appearance of an antitrust violation, even though there is none. Therefore, such discussion should be avoided at all times, before, during and after this event Topics for Discussion

Observations from the Tour • Noteworthy Practices • Opportunities for Improvement • Questions/Comments

Topics for Roundtable Discussion • Jointing • Fixed Form & Slip Form Paving • Pavement Texture • High Speed, Urban • Diamond Grinding • Ride Specifications • Urban Projects • Incentives • Summer Paving/Fall Paving Considerations • Aggregate Testing • Training & Education • Other Topics:

CPQI Top Ten Items

• Implementation of Pavement ME • Designs being done using AASHTO 93 with companion Pavement ME designs • Sensitivity of CTE on concrete pavement design being investigated • Long Life Concrete Pavements • Section 530 approved January 2017 • Turnpike Southern Beltway all LLCP • Durability & ASR Mitigation • CT for revised Section 704 (following much of PP-65) to be issued later this fall • Testing of aggregates to take place on a two to three year cycle • Mix Optimization • Key component of LLCP • Software available to evaluate where mixes fall on the tarantula curve • Jointing • CT to be issued allowing contractor option to snip/not snip shipping wires • Jointing for roundabouts incorporated into RC standards • Other joint issues on hold awaiting issuance of new FHWA Technical Advisory • Concrete Overlays • 540 (bonded concrete over asphalt) standard incorporated into Change 2 of 408 • 548 (unbonded concrete over concrete) standard incorporated into Change 2 of 408 • Concrete Pavement Rehabilitation • New patching standards incorporated into RC standards • Full-depth corner repair standard/special provision developed by Turnpike • Full-depth longitudinal joint repair standard being developed • Just-In-Time Training/JIT2 • Turnpike Southern Beltway projects all require JIT2 • Standard special provision approved by PennDOT and are available for any District to use • Discussions ongoing regarding modifying JIT2 special for CPR and other specialty work • Metrics for Construction Quality • Performance engineered mixes being investigated; PennDOT participating in pooled funded effort • Incentives in standard specifications exist for ride (507) and for w/c ratio (530 only) • Life Cycle Cost Analyses • Department (Central Office & Districts) revisiting maintenance cycles for all pavement types • Paving industries to be provided opportunity to comment on any proposed changes • If appropriate, new cycles to be incorporated into Pub 242

Committee Members & Active Participants

PennDOT Industry Partners Jennifer A. Albert, PhD., P.E., FHWA/PA Joseph S. Robinson, P.E., BOPD/QA John M. Becker, P.E., ACPA/PA Terry D. Dreher, Pennsylvania Turnpike George A. Dunheimer, P.E. ADE/C, 6-0 James Casilio, P.E., PACA Neal W. Fannin, P.E., BOPD/Materials Brian L. Eberhart, Callahan Paving Active Participants David M. Jarvis, P.E., BOPD/QA Michael S. Hammer, BuzziUnicem Pat Baer, BOPD/Materials Steven L. Koser, P.E., BOMO Lowell Jensen, New Enterprise Joseph F. Cribben, P.E., BOPD/QA William L. Kovach, P.E., ADE/C, 12-0 Dennis Morian, P.E., QES Joshua Freemen, BOPD/Design Lydia E. Peddicord, P.E., BOPD/Design David M. Sciullo, P.E., Golden Triangle Robert Horwhat, P.E., BOPD/Materials Vacant, ADE/M Mark B. Snyder, PhD., P.E., PERC Richard R. Jucha, P.E., ACPA/PA Vacant, ADE/D Clayton J. Stahl, P.E., Gulisek Terry Kohler, BOPD/QA Marci Lucas, BOPD/Innovations

Testing Innovations & Process Improvements

• Maturity Meter • Box Test • Optimized Aggregate Mixtures • Performance Engineered Concrete Pavement Mixtures • Super Air Meter • Magnetic Imaging Tomography • Non-destructive Testing (NDT) for concrete thickness • Tied Corner/Bottom Half Repairs • Next Generation Concrete Surface • Real-time Smoothness

Pennsylvania Test Methods of Interest

• PTM 529 - Optimized Aggregate (July 2016) • PTM 605 - Non destructive testing for Thickness (January 2016) • PTM 640 - Estimating Concrete Compressive Strength by Maturity (October 2013)

JIT2 Special Provisions

PennDOT ITEM 9000-6170 – PORTLAND CEMENT CONCRETE PAVEMENT TRAINING

I. DESCRIPTION - Just-in-time training (JIT2) is a formal class for the joint training of Contractors, Department employees, their agents, subcontractors, and consultant inspectors that will be associated with the construction or rehabilitation of a Portland cement concrete pavement project.

II. MATERIAL-

(a) SCOPE. Have JIT2 include, but not limited to all of the following topics that are applicable to the project including: concrete pavement basics, pre-paving considerations, long-life concrete pavement concepts, materials, best practices for concrete pavement construction, monitoring standard and innovative paving equipment and operations, quality control, measurement and materials testing proto- cols and procedures, available tools and software for monitoring work, and troubleshooting.

Use recognized concrete pavement best-practices and guidance documents in developing materials for use in this training class. These documents include, but are not limited to the following:

Integrated Materials and Construction Practices for Concrete Pavements (FHWA Publication No. HIF-07-004), Concrete Pavement Field Reference Pre-Paving; (ACPA Publication EB237P), Concrete Pavement Field Reference Paving (ACPA Publication EB238P), Concrete Pavement Field Reference Preservation and Repair (ACPA Publication EB239P). JIT2 Special Provisions (continued)

(b) QUALIFICATIONS AND SUBMITTALS. At a minimum of 45 calendar days before the JIT2 pre -construction session, submit to the Representative the name and qualifications of the instructor(s), and the JIT2 facility location. At a minimum of 15 calendar days before the JIT2 pre-construction session, submit 1 copy each of any course handouts and presentation materials to the Representative.

III. CONSTRUCTION-

(a) REQUIREMENTS. Provide JIT2 instructor(s) experienced with the specified pavement specifications, construction methods, materials, material testing, and knowledgeable of best-practices in concrete pavement technologies. The lead JIT2 instructor must be a Professional Engineer licensed in the State of Pennsylvania and not an employee of the Contractor, the Department, or of any firms otherwise contractually obligated to perform work on the project. Conduct JIT2 during normal work hours. Provide a facility, unless otherwise agreed to by the Repre- sentative, that can accommodate at least 40 individuals and is within 5 miles of the job site or at a mutu- ally agreed upon location. 1. The following personnel are required to attend the JIT2:

Representing the Contractor: The paving superintendent; paving foreman; paver mechanic or operator; paving crew; concrete plant technician; sawing and sealing representatives; concrete and other materials supplier representatives; surveyors; personnel responsible for man- aging, controlling, or operating standard and innovative construction or testing equipment; subcontractors involved with concrete pavement work; and any other key construction personnel associated with this project. Representing the Department: The Assistant Construction Engineer, Inspector-In-Charge, DME/ DMM, concrete plant inspector, main office pavement/construction staff, and key inspection assistants including consultant inspection staff associated with this project. Any other personnel deemed necessary by the Department or the JIT2 instructor.

2. The JIT2 must meet the following requirements:

A 4-hour to 6-hour pre-construction session conducted after approval of the concrete pavement QC plan and no more than 1 month before the start of concrete pavement work. The session will cover all aspects of the concrete pavement specifications and the work methods, equipment, and materials that are proposed for use. A 2-hour follow-up session conducted approximately 3 work days after the actual start of concrete pavement work; those attending the pre-construction training session should attend this follow-up session. A 2-hour session conducted before the start of all new construction seasons for those who have attended the pre-construction and initial follow-up sessions and for any new personnel that have assumed project roles and responsibilities identified in Section III(a)1. At the Contractor’s option, JIT2 may be an extension of a pre-paving meeting or other regularly scheduled project meeting.

IV. MEASUREMENT AND PAYMENT - Lump Sum

Payment will be made as follows:

75% after the conclusion of the pre-construction and initial follow-up session 25% after the completion of all required training for new personnel and/or refresher sessions needed for additional construction seasons

Rigid Pavement Specifications 501 REINFORCED OR PLAIN CEMENT CONCRETE PAVEMENTS 502 ROLLER COMPACTED CONCRETE PAVEMENT ……………………………………… NEW/CHANGE 1 503 PROTECTIVE COATING FOR CEMENT CONCRETE PAVEMENT 504 PAVEMENT RELIEF JOINT 505 BRIDGE APPROACH SLABS 506 REINFORCED OR PLAIN CEMENT CONCRETE PAVEMENTS 507 EVALUATION OF CONCRETE PAVEMENT RIDE QUALITY AND PAYMENT OF INCENTIVE 510 LONGITUDINAL GROOVING OF EXISTING CONCRETE PAVEMENT 511 PRESSURE RELIEF JOINT 512 LONGITUDINAL JOINT CLEANING AND SEALING 513 JOINT REHABILITATION 514 DIAMOND GRINDING OF CONCRETE PAVEMENT 515 SAWING AND SEALING OF BITUMINOUS OVERLAYS 516 CONCRETE PAVEMENT PATCHING 517 TRANSVERSE GROOVING OF CONCRETE PAVEMENT FOR RETEXTURING 518 CONTINUOUSLY REINFORCED CONCRETE PAVEMENT PATCHING 520 PERVIOUS CONCRETE PAVEMENT SYSTEM 521 TRANSVERSE JOINT CLEANING AND SEALING 523 ULTRA-THIN PORTLAND CEMENT CONCRETE OVERLAY ……………………………... . CHANGE 1 525 CONCRETE PARTIAL-DEPTH SPALL REPAIR 526 RUBBLIZING OF CONCRETE PAVEMENTS 527 DOWEL RETROFIT 528 CONCRETE PAVEMENT CROSS-STITCHING 530 LONG-LIFE CONCRETE PAVEMENT …………………………………………………… NEW/CHANGE 2 540 BONDED CONCRETE OVERLAY OF ASPHALT-SURFACED PAVEMENT ………… NEW/CHANGE 1 545 BONDED CONCRETE OVERLAY OF CONCRETE-SURFACED PAVEMENTS ……………. CHANGE 1 548 UNBONDED CONCRETE OVERLAY OF CONCRETE-SURFACE PAVEMENTS …… NEW/CHANGE 2 590 CRACK CLEANING AND SEALING 591 MILLING OF CEMENT CONCRETE PAVEMENT SURFACE

Other Applicable Specifications

301 PLAIN CEMENT CONCRETE BASE COURSE ………………………………………………. CHANGE 2 303 CEMENT TREATED PERMEABLE BASE COURSE ………………………………………… CHANGE 2 310 CRUSHED AGGREGATE BASE COURSE 312 CRUSHED DENSE GRADED AGGREGATE BASE COURSE 321 AGGREGATE-CEMENT BASE COURSE 322 AGGREGATE-LIME-POZZOLAN BASE COURSE 323 ROLLER COMPACTED CONCRETE BASE COURSE ………………………………………. CHANGE 1 344 FULL DEPTH RECLAMATION ……………………………………………………………….. CHANGE 1 350 SUBBASE (CHANGE 3) 360 ASPHALT TREATED PERMEABLE BASE COURSE ……………………………………….. CHANGE 1 658 CONCRETE SHOULDERS, PLAIN CEMENT AND ROLLER COMPACTED (NEW)………..CHANGE 1 701 CEMENT 703 AGGREGATE …………………………………………………………...……………………… CHANGE 3 704 CEMENT CONCRETE …………………………………………………………………………. CHANGE 3 705 JOINT MATERIAL ……………………………………………………………………………… CHANGE 2 706 CONCRETE BONDING COMPOUND 709 REINFORCEMENT STEEL ……………………………………………………………………. CHANGE 2 711 CONCRETE CURING MATERIALS AND ADMIXTURES 724 POZZOLANS

Incentives - Water/Cementitious Ratio

Section 530 Excerpt

Incentives –Ride & Smoothness

PennDOT 408 Turnpike Southern Beltway Projects Section 507

International Roughness Index (IRI)

City of Philadelphia Typical Pavement Cross-Section

Acknowledgments The ACPA Pennsylvania Chapter would like to acknowledge the following individuals for providing the material used in developing this booklet: David A. Borkowski, PennDOT District 6 Steven L. Koser, PennDOT Central Office Robert Crawford, James J. Anderson Construction Vicente Morales, PennDOT District 6 Bridget Day, Hill International Michael Phillips, Pennsylvania Turnpike George A. Dunheimer, PennDOT District 6 Stephen A. Ryan, PennDOT District 6 Brian Early, PennDOT District 6 Paul Shultes, Urban Engineers Neal W. Fannin, P.E., PennDOT Harold R. Windisch, PennDOT District 6 Rick Foster, James J. Anderson Construction

Credit Statement for Registrant Records Professional Development Hours

This form shows professional development hours that may qualify for continuing education activities at the Concrete Pavement Bus Tour & Meeting, conducted by the Pennsylvania Chapter of the American Concrete Pavement Associa- tion and the Pennsylvania Department of Transportation in Valley Forge, PA.

Many licensure and certification agencies require demonstration of continuing professional competency. Individuals required to earn professional development hours should check with their local licensure or certification agency for specific requirements. Compliance is the sole responsibility of the licensee. We assume no responsibility for compliance with licensure requirements of local licensure or certification agencies.

We recommend that participants save, for a minimum of five years, the final program for this conference and any other documents supporting evidence of attendance, should the licensure or certification agency request information from you. Reporting is done on an honor basis, and you are responsible for maintaining your own records.

Please indicate the hours completed and sign and date this form.

Time Topic & Speaker Hours Hours Available Claimed

First Session:

• PennDOT Concrete Pavement Initiatives (George W. McAuley, P.E., Deputy Secretary for Highway Administration

• Deploying New Testing Procedures for Concrete Pavement 08/31/2017 8:00 am (Neal W. Fannin, P.E., PennDOT Pavement Materials Engineer 1.75 to 9:45 a.m. & Richard R. Jucha, P.E., ACPA/PA) • Overview of the Tour (George A. Dunheimer, P.E., PennDOT District 6

• Observations from the Tour (Joseph S. Robinson, P.E. PennDOT/QA)

08/31/2017 Second Session: 10:00 am • District Overview (Kenneth M. McClain, PennDOT District 6 to Noon 1.75 Executive)

• Concrete Pavement Roundtable (Joseph S. Robinson, P.E. PennDOT/QA & John M. Becker, P.E., ACPA/PA)

Name: ______Hours Claimed: ______

Signature:______Date: ______

KEEP THIS STATEMENT FOR YOUR RECORDS

Members of the ACPA Pennsylvania Chapter

CONTRACTORS ALLIED/EQUIPMENT Always Safe Sidewalks CEI Enterprises Conewago Enterprises Diamond Products Frank J. Zottola Construction Gomaco Corporation Golden Triangle Construction Guntert & Zimmerman Gulisek Construction Husqvarna James J. Anderson Construction Lane Construction Company ALLIED/SERVICES Mascaro Construction AECOM Matcon Diamond Applied Research Associates New Enterprise Stone & Lime Aviation Council of Pennsylvania Penhall Companies Centre Concrete Company Swank Construction Company Dynatest Fort Miller Company CEMENTITIOUS PRODUCERS/SUPPLIERS Frank Bryan Incorporated Argos Cement Gannett Fleming Armstrong Cement & Supply Corporation HRV Conformance Verification Associates Buzzi-Unicem, USA Hunt Consulting & Testing Services, LLC Cemex JBC Associates Inc. LafargeHolcim Johnson, Mirmiran & Thompson Lehigh Hanson KCI Technologies Ligonier Stone & Concrete Company ALLIED/MATERIALS Pavement Engineering & Research Consultants Aquafin, Inc. McTish, Kunkel & Associates BASF Construction Chemicals Navarro & Wright Consulting Engineers Callahan Paving Products Quality Engineering Solutions Composite Rebar Technologies RBP Consulting Dayton Superior SAI Consulting Engineers Jarden Zinc Products Siva Corrosion Services, Inc. Ortiz Engineered Products Stahl Sheaffer Engineering Soloman Colors Stone and Company T.W. Consultants Please visit us at www.LongerLifePavement.com Urban Engineers for more information about the products and services Volkert Incorporated offered by these companies. Wayne Concrete