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Caltrans Changes SECTION 39

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Hot Mix Asphalt (HMA) = Asphalt Concrete (AC) Rubberized HMA (RHMA) = Rubberized AC (RAC) ... Method compaction with roller and temperature requirements ... – PowerPoint PPT presentation

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Title: Caltrans Changes SECTION 39


1
Caltrans ChangesSECTION 39Hot Mix Asphalt
  • Presented by
  • Terrie Bressette
  • Caltrans

2
What Changed? TERMS
  • Hot Mix Asphalt (HMA) Asphalt Concrete (AC)
  • Rubberized HMA (RHMA) Rubberized AC (RAC)
  • Open Graded Friction Course (OGFC) OGAC
  • RHMA-G RAC (Type G)
  • RHMA-O -O-HB RAC (Type O) (Type O-HB)
  • Tack Coat Paint Binder (Tack Coat)
  • Geosynthetic Pavement Interlayer
  • Pavement Reinforcing Fabric (PRF)

3
What Changed?Section 39 AC vs. HMA
  • Old Standard Specifications
  • Section 39 AC 12,000 Words
  • New Amended to Read
  • Section 39 HMA 18,000 Words
  • SSPs
  • Section 39 AC 21 SSPs
  • 58,000 Words
  • Section 39 HMA 12 SSPs
  • 28,500 Words

4
What Changed?Standard Special Provisions
  • 12 SSPs from 30 Old SSPs
  • 39-AAA HMA Type A B
  • 39-BBB OGFC
  • 39-CCC RHMA-G
  • 39-DDD RHMA-O RHMA-O-HB
  • 39-EEE HMA (Misc. Areas)
  • 39-FFF Minor HMA
  • 39-GGG Rumble Strips (Ground in)
  • 39-HHH HMA-Lime Slurry
  • 39-III HMA-Dry Lime
  • 39-JJJ HMA-Liquid Anti-Strip
  • 39-KKK Prime Coat
  • 39-LLL Replace AC Surface

5
What Changed?Standard Special Provisions
  • New SSPs
  • 39-MMM Large Stone Mix
  • 39-NNN High Stability Mix
  • 39-OOO Bonded Wearing Course (Gap-Graded)
  • 39-PPP Bonded Wearing Course (Rubberized)
  • District Requested
  • Extra testing required by aggregate issues
  • Lime-slurry marination required

6
Section 39 CHANGESMix Designs
  • Still Hveem Method of Mix Design
  • Dense Graded HMA (Type A B) Rubberized HMA
    RHMA-G
  • Mix Design by Producer
  • State Verifies JMF with Plant Mix
  • Mix design good for 12-months
  • Flat Elongated
  • Open Graded OGAC, RHMA-O O-HB
  • Aggregate qualities and gradation by Producer
  • State determines asphalt content
  • Mix design good for 12-months

7
Section 39 CHANGESMaterials
  • Aggregate Qualities
  • Gradation (TV Tolerance)
  • LA Rattler
  • Sand equivalent
  • Crushed Particles (2-face New)
  • Fine Aggregate Angularity (New)
  • Flat Elongated (New)

8
Section 39 CHANGESMaterials
  • Mix Qualities
  • Binder Content
  • Air voids content
  • Stability (Mix Production)
  • HMA moisture content
  • Voids in Mineral Aggregate
  • (Mix Design Verification)
  • Voids Filled with Asphalt (Mix Design Only)
  • Dust Proportion (Mix Design Only)

9
Section 39 CHANGESMaterials
  • CT371 Pilot
  • California Test (CT) 371 ? AASHTO T283-03
  • In QC/QA projects for 2 years
  • Estimate approx 25 projects / year
  • Producer tests mix with CT371
  • Chooses treatment choice (TSR ? 70)
  • Test HMA at least once during production
  • District Translab tests also (FIO)
  • Data analysis repeatability, lab / lab,
  • mix vs. production

10
Section 39 CHANGESConstruction
  • Processes
  • Standard
  • HMA (Type A B)
  • RHMA-G
  • OGAC RHMA-O
  • Method
  • Small quantities
  • QC/QA - gt10,000 tons
  • HMA (Type A B)
  • RHMA-G

11
Section 39 CHANGES(3 Construction Processes)
  • Standard
  • Applies to the majority of HMA.
  • Contractor QC plan tests at least twice daily
  • Compaction (91 97 of Rice)
  • State will test and results will be used for
    acceptance and pay

12
Section 39 CHANGES(3 Construction Processes)
  • Method
  • Applies to very small quantities of HMA
  • The contractor will not perform QC
  • Method compaction with roller and temperature
    requirements
  • State will test and results will be used for
    acceptance and pay.
  • Default for compaction when layer lt0.15-ft

13
Section 39 CHANGES(3 Construction Processes)
  • QC/QA
  • All HMA quantities greater than 10,000 tons.
  • QC tests for each 750 tons of HMA
  • State will verify gradation binder
  • 1 verification per 5 QC tests
  • Statistical evaluation of gradation, binder and
    compaction for pay.
  • Verified contractor QC for gradation binder
  • Sate cores for compaction (92 96 of Rice)

14
Section 39 CHANGESProduction
  • Materials Production Quality Program
  • HMA PCC (soon)
  • Weights and Measures
  • Safety
  • Limited production unit requirements

15
Section 39 CHANGESPlacement
  • Lift Thickness gt 3 X NMAS
  • e.g. ¾-inch mix 0.20-ft layer and above
  • ½-inch mix 0.125-ft layer
  • Must comply for compaction
  • Contractor may change gradation of mix if ¾ mix
    and 0.15 to 0.20 layer
  • Not required for Method
  • Thin blanket Maintenance
  • Leveling, etc.

16
Section 39 CHANGES
  • HMA must meet all specification requirements
    throughout production and placement.
  • First out of spec Contractor Fix
  • Second out of spec Stop, test, show RE before
    starting up
  • In-place out-of-spec material
  • RE determines status on case-by-case

17
Thank you
  • Any Questions?
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