Test 2021-07-15-30-3 (ASTM D5329-16) Summary

Project Information
Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
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.
Sample Information
Sample Taken Date7/15/2021 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 testing7/26/2021
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 Laboratory sample identification
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 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 07/28/2021