Summary for Test 2021-07-15-30-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Award Date07/31/2019
Closeout DateNot set
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
QA Service Level1 (Verified on 08/22/2019)

Sample Information

Sample Taken Date07/15/2021 Sample Unique Key30
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 testing07/26/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byTravis Last name of sampler or witnessed byNot Provided
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Northwest Oil Transportation Laboratory (TL) Number597111
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 number1
Sublot number3 HMA Design ID

Test Details

DIME Sample ID: 2021-07-15-30
DIME Test ID: 2021-07-15-30-3
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: 2021-07-28

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/27/2021
Temperature: 25 C
Final Dial reading (F1): 86 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 85 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 86 mm
Ball Penetration (P3): 3 mm
Resilience 1: 19 %
Resilience 2: 20 %
Resilience 3: 17 %
Average Resilience: 19 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 7/28/2021