Summary for Test 2022-09-27-56-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215777
DEA: 032H6304
EFIS: 0317000166
DIST-CO-RTE-PM03-BUT-162-18.4/19.9
Award Date08/04/2021
Closeout Date02/22/2024
Work DescriptionPLACE RUBBERIZED HMA AND ROADWAY EXCAVATION.
Location DescriptionBUTTE COUNTY IN AND NEAR OROVILLE FROM FOOTHILL BOULEVARD TO GOLD COUNTRY CASINO ENTRANCE
QA Service Level1 (Verified on 06/01/2021)

Sample Information

Sample Taken Date09/27/2022 Sample Unique Key56
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 testing11/09/2022
Sample typeAcceptance A brief description of the samplePG 64-16 Rubber Blend
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedOther
First name of sampler or witnessed byQ Last name of sampler or witnessed byC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number803992
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 number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2022-09-27-56
DIME Test ID: 2022-09-27-56-3
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: 2022-11-22

Test Results


Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/21/2022
Temperature: 25 C
Final Dial reading (F1): 62 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 59 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 61 mm
Ball Penetration (P3): 2 mm
Resilience 1: 41 %
Resilience 2: 42 %
Resilience 3: 41 %
Average Resilience: 41 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2022