Summary for Test 2020-10-12-58-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214422
DEA: 040J6424
EFIS: 0414000476
DIST-CO-RTE-PM04-SON-101-32.8/R54.2
Award Date12/24/2019
Closeout DateNot set
Work DescriptionCRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location DescriptionSONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
QA Service Level1 (Verified on 09/23/2019)

Sample Information

Sample Taken Date10/12/2020 Sample Unique Key58
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing11/09/2020
Sample typeAcceptance A brief description of the sampleAsphalt Rubber Binder #2(043928)
The quantity of what the sample constitutes2 Can From where was the sample collectedSource
First name of sampler or witnessed byNick Last name of sampler or witnessed byHall
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number043928
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplier
Performance GradePG 64-16 Lot number2
Sublot number1 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-10-12-58
DIME Test ID: 2020-10-12-58-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2020-12-16

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 12/16/2020
Temperature: 25 C
Final Dial reading (F1): 83 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 84 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F3): 83 mm
Ball Penetration (P3): 1 mm
Resilience 1: 17 %
Resilience 2: 18 %
Resilience 3: 18 %
Average Resilience: 18 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 12/16/2020