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Pub 408 2020
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Overhaul of Pub 408
• Specification Review Teams– Reviewed current special provisions and CTs
• 15,000 specials categorized into Sections– Reviewed recommended changes from surveys– Reviewed recommended changes from industry
• Some items escalated to a more specific group (APQIC, CPQIC, etc.)– 75/125– Weather Delays
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TeamsIndustry, FHWA, Districts, Central Office, PA Turnpike
• 100 – General Provisions - Jason Zang - D-11• 200 – Earthwork - Steve Geidel – D-10• 300 – Base Courses – Josh Freeman – CO• 400 – Flexible Pavements - Rich Polenik – D-10• 500 – Rigid Pavements - Dave Jarvis – QA• 600 – Incidental Construction - Kevin Keefe – D-8• 700 – Materials - Patty Baer – CO• 800 – Roadside Development - Brent Lykens – D-2• 900 – MPT - Larry Fagan – CO• 1000 – Structures - Shane Szalankiewicz – D-11• 1100 – Manufactured Materials - Matt McSweeny – CO• 1200 – ITS- Joe Burns – CO
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Electronic 408 in 2020
• No paperback books or Index• Instructions for downloading on mobile devices
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Specifications Review Staff
• Kelly Barber, Chief/Bureau of Project Delivery/Construction and Materials Division/Systems Management Section
• William Warden, HDD/Specifications Review• Nhan Phan, HDD/Specifications Review• Mark Hammert, HDD/Specifications Review• Corelle Dozier, HDD/Specifications Review
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Training
• Regional Training– 12 Sessions throughout state – focus on Designers– 11 Construction Winter Schools with Contractors– Webinars for each section to view
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Pub 408 Regional Training
9am – noon & 1pm – 4pm
12/10/2019 D-612/17/2019 LAB
1/14/2020 D-111/22/2020 D-21/28/2020 D-92/24/2020 D-8
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Winter School Dates
D-1 February 18D-2 February 12 and 13D-3 February 19 & 20D-4 February 11D-5 February 18 & 19D-6 February 11D-8 January 30 & 31D-9 February 5D-10 January 21D-11 February 12D-12 January 16
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Section 100 – General Provisions
• Changes to 101, 103, 104, 105, 106, 107, 108, 110 • Claim process – adding language to POM to include one
ADE from another District to review team• Concrete clean out areas incidental to the contract items• Slurry Management – Section 104 previously 514• Crane operators and pre-erection meetings• Modified the price adjustment for asphalt to the date of the
advertisement • Removal of 14 day requirement for CIS submittal
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Section 200 - Earthwork
• Changes to 201, 202, 203, 204, 205, 206, 207, 208, 210, 212, 221, and 223
• Clarification regarding burning• Measurement and Payment revisions • Saw Cutting clarification and payment• Addition of Class 1C Excavation (undercuts)• QC requirements for testing changes• Modifications for excavation and payment of utility
excavations• New Section 223 on Geosynthetic Reinforced Soil Slope
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Section 300 – Base Courses
• Changes to 301, 303, 310, 312, 313, 316, 320, 321, 322, 341, 344, and 350
• Removed Sections 320, 321, and 322 (now in Pub 447)• Added language under Cold Recycled Asphalt Base Course,
Cold-In-Place Surface Tolerance to apply fog seal to control dust or raveling
• Full Depth Reclamation (FDR) acceptance by Proctor samples instead of extracting cores
• New Section 313 – Replaces 309 and 311
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Section 400 – Flexible Pavements
• Changes to 404, 405, 413, 419, 420, 450, 466, 460, 461, 467, 469, 470, 471, 472, 473, 480, 481, 482, 483, 489, 490, 491, 492, and 496
• “Bituminous” is now “Asphalt”• Ride Quality– defines and requires 2 construction
operations to qualify for pavement incentive• Allows use of heavy duty membranes on a milled surface• Ultra Thin Bonded Wearing Course requirements updated• New Section 466 Bituminous Paving Fabric (Asphalt
Impregnated Paper)• Manual Bituminous Patching minimum patch size
decreased from 4 SF to 1 SF and tack is incidental to patching item
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Section 400 – Flexible Pavements
• Section 405 - Longitudinal Joint Incentive/Disincentive– Increase joint density from 90% to 91% – Increase pay incentive/disincentive to $7500/$12,500– Removed corrective action of over-banding– Requires over-banding for all finished wearing courses
• Section 419 – SMA– Providing a range of Combined Aggregate Bulk Specific Gravities in
Table C– Specify use of wax-lined boxes when obtaining samples– Change performance grade binder reference to the current national
designation i.e. PG76-22 = PG64E-22
• Section 410 - Fine graded mixes• Section 412 - 6.3 mm mix
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Section 400 – Flexible Pavements
• New Section 413 – Replaces 409 and 411 – All asphalt is now WMA Technology– Includes PWL-LTS payment method– Requires access point on trucks for checking temps – “hole in beds”– Requires 12 foot straight edge for surface tolerance checks– Safety edge is now incorporated– Change performance grade binder reference to the current national
designation (PG 58S-28, PG 64S-22, PG64E-22).– Include Gmm verification special provision into the specification for
Federally funded and NHS projects– Requirement to apply Tack Coat between each layer
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Section 400 – Flexible Pavements
413 Items 0000-0999 Wearing Course1000-1999 Wearing Course (Scratch)2000-2999 Wearing Course (Leveling)3000-3999 Wearing Course RPS4000-4999 Not Used5000-5999 Not Used6000-6999 Binder Course7000-7999 Binder Course (Leveling)8000-8999 Binder Course RPS9000-9999 Not Used
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Section 500 – Rigid Pavements
• Changes to 501, 502, 504, 506, 509, 510, 514, 516, 517, 519, 520, 521, 525, 527, and 530
• Revised the Concrete Mix requirements• Requires submission of a Comprehensive QC Plan• Revised the Pavement Texturing requirements• Requires 12 foot straight edge for surface tolerance checks• Allows accelerated concrete patches to open to traffic prior
to sealing (must be sealed within 24 hrs)• Slurry management now in Section 104
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Section 500 – Rigid Pavements
• Section 501– Adopted the Modified Class AA Mix requirements used in LLCP– Allows for Modified Accelerated and HES Mixes– Adopted LTU installation requirements used in LLCP– Revised the Pavement Curing requirements and adopt PAMS Curing
Compound used in LLCP– Adopts strength requirements in Section 548 and accelerated strength
requirements in Section 516– RC-20M and 26M detail changes Shear Crack Prevention Detail
• New Section 519 for the full depth longitudinal repair of an existing concrete pavement
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Section 500 – Rigid Pavements
• Section 530 –Long Life Concrete Pavement (LLCP)– Adopts most of revised Section 501 material and construction
requirements– Retains Maximum Cement Factor of 611 lbs/CY – Maximum Water/Cement Ratio of 0.42– Adopts revised High Performance Dowel Bar requirements in Section
705.3(f)– Added improper joint construction and curing procedures to defective
work
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Section 600 – Incidental Construction
• Changes to 601, 602, 604, 605, 607, 608, 609, 610, 618, 627, 628, 630, 633, 643, 644, 659, 660, 665, 676, 677, 679, 680, 681, and 686
• Modified the minimum internet speed to 10 Mbps• Added a Mobilization item for DBEs• Defined when payments are to be made to DBEs• Final Payment Calculation now based on 0.2%, instead of
0.1%, of the contract amount capped at a minimum of $10,000, instead of $2,000, and a maximum of $25,000, instead of $10,000.
• Installation of delineators as indicated on TC-8604 are incidental to temp barrier
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Section 600 – Incidental Construction
• Excavation incidental to the pipe• Changed backfill to 2A where compaction is nonmovement• Make types of connections incidental to the pipe• Removal and disposal of existing pipe incidental• Removing Class 5 Geo and changing to Class 1• Modified RC-30 to reflect changes
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Section 600 – Incidental Construction
• Changes to curb and sidewalk • New Section 665 - Masonry Repointing • Selected Material Surfacing - excavation, grading
and scarifying are incidental• Section 686 - Surveys
– Clarifications on equipment and software– PLS/PE documentation requirements– Survey control report information and site calibration
requirements– Requirements for beam seat layout report– Highway joint location requirements
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Section 700 - Material
• Changes to 701, 702, 703, 704, 705, 709, 713, 714, 720, 721, 722, 724, 735, 736, and 738
• Addressing sulfate resistant concrete• Pozzolan is now Supplementary Cementitious Material • Section 704 – addressing new accelerated structural
concrete, AAA and AA lightweight• Adding Polyester Polymer Concrete (PPC) • Changed “PG Binders” to “PGAB”• Changes for slag usage
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Section 800 – Roadside Development
• Changes to 808, 849, 855, 875• Change 7 Updated Sections 802, 804, 810, 851, and 856• Added Formula S “Special Mix” for seeding• Topsoil payment as SY and removed Ton• Addressing temp installations of outlet protection• Addressing maintenance and removal of rock barriers• Added Rock Construction Entrance with Wash Rack
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Section 900 – Traffic Control
• Changes to 901, 930, 931, 932, 933, 935, 937, 939, 943, 966, 971, 972, 973, and 975
• Future changes to 951, 952, 953, 954, 955, 956, 957• Removed paint & glass bead certs - follow 901.3(k)• Follow Section 1231 for portable message sign
telecommunication specs• Removed Traffic Alert Radio for temporary traffic control• Clarified delineation is incidental for temporary barrier• Changes to signs and bolts• New Section 939 - Median barrier sign installations• New Section 973 - Type D sign removal
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Section 1000 - Structures
• Changes to 1001, 1002, 1005, 1006, 1007, 1008, 1018, 1020, 1021, 1026, 1039, 1040, 1041, 1042, 1044, 1045, 1046, 1047, 1050, 1060, 1070, 1071, 1072, 1080, 1085, and 1090
• Testing requirements for uncoated, corrosion-resistant rebar• Heating not allowed to bend or straighten epoxy coated bars• Allows latex for deck repairs• No painting dams (tooth dams, armored compression seals,
and strip seals) to be galvanized steel only• Removed Section 1056 – now part of 1050• Pre-erection meetings required• Addressing unforeseen steel repairs
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Section 1000 - Structures
• 1001 – Cement Concrete Structures– Class AA Cement Concrete with No. 8’s for barrier– Drilling into deck for barrier formwork not allowed– Requirement to seal gutter on new decks with epoxy binder resin incidental – Submittal required for beam seat elevations before setting beams– Survey of beams at tenth points required for new bridge decks– Curing requirements updated
• 7 day liquid membrane no longer used after 14 day water cure on decks• Polyethylene sheeting required after water cure for 7 days on decks• Eliminates the conflict with liquid membrane and penetrating sealer• Requirements added for new Accelerated Structural Concrete (ASC) and HES
– Standard items made for mechanical texturing, AAAP Lightweight, ASC, AA Accelerated
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Section 1000 - Structures
• New Section 1039 for Hydro-demolition• Section 1042 – Latex Modified Mortar or Concrete Wearing
Surface– Added Accelerated Latex Language– Water Curing requires double burlap curing only - no poly sheeting– Requires survey prior to scarification - incidental to overlay
• New Section 1046 Epoxy Overlay– Updated standard special provision with District best practices– Will be ready for Change 1 and will add in ECMS as SSP until
incorporated
• New Section 1047 Polyester Polymer Concrete Overlay– Will be ready for Change 1 and will add in ECMS as SSP until
incorporated
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Section 1000 - Structures
• 1070 – Painting Existing Structural Steel– Zone Painting moved from Section 1071– Pre-Paint meeting added– Hold Points defined– Pack Rust, penetrating sealer, and caulking language added
• 1071 – Spot Painting Existing Structural Steel– Requires organic zinc primer for faying surfaces– Allows mastic system for non-faying surfaces– References 1070 for shop painting
• 1072 – Coatings Containment, Waste Management, and Safety– Standard Special Provisions previously used for this work– Incorporates Environmental Protection– Will be ready for Change 1 and will add in ECMS as SSP until
incorporated
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Section 1000 - Structures
• 1005 – Piles– Incorporated standard Predrilling and Dynamic Pile Load Testing
special provisions – Allowed payment for one splice per pile on any pile that drives >10’
below estimated pile tip when the total quantity of piling does not exceed the quantity required for a “significant change in character” per Section 110.02(d)
– Revised allowable grades of pile tips and end closures to ≥50 ksi yield– Revised DM-4 to remove references to special provisions
• 1006 – Drilled Caissons– Incorporated Thermal Integrity Profiling and CSL including reporting
requirements and corrective action procedures– Incorporated Self Consolidating Concrete– Added SID and downhole cameras with inspection criteria– Added Caisson Installation Plan, Integrity Testing Agency, and QC
requirements
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Section 1000 - Structures
• New Section 1090 – Bridge Preservation and Rehabilitation– Compression Seal Replacement– Expansion Dam Replacement, Standard and Accelerated
Methods outlined– Strip Seal Gland Replacement– Prestressed Concrete Beam Repairs– Future plans to expand this section to standardize more
of this preservation and rehabilitation type work
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Section 1100 - Manufactured Material
• Changes to 1101, 1102, 1103, 1105, 1107, 1108, 1109, 1111, and 1112
• Updated AASHTO reference for LFRD• Updates to reflect changes in LED Technology• Updates allow reflective sheeting types based on District use• Removed prescriptive language for breakaway steel posts• Now reference suppliers to be listed in Bulletin 15• Revised high strength bolt designations• Revised galvanizing prep requirements• Prestressed Concrete and Post Tensioning Updates
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Section 1200 - ITS
• Changes to 1201, 1204, 1206, 1216, 1217, 1236, and 1237
• First Revision – Sections - 1202, 1210, 1211, 1230, and 1231 (approved 11/15/19)
• New sections to address technology changes with ITS equipment along with maintenance and testing requirements
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Future
• New 408 effective for all projects let after April 10, 2020
• If proposing changes that will have statewide impact, submit a CT rather than creating a special
• Changes to Pubs and Standards
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Winter School Dates
D-1 February 18D-2 February 12 and 13D-3 February 19 & 20D-4 February 11D-5 February 18 & 19D-6 February 11D-8 January 30 & 31D-9 February 5D-10 January 21D-11 February 12D-12 January 16
