Summary for Test 2023-07-06-58-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993297
DEA: 010F8204
EFIS: 0116000067
DIST-CO-RTE-PM01-HUM-101-R90.1/109.6
Award Date01/27/2022
Closeout Date03/04/2024
Work DescriptionPLACE RHMA-G AND HMA (TYPE A).
Location DescriptionIN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE
QA Service Level1 (Verified on 10/12/2021)

Sample Information

Sample Taken Date07/06/2023 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 testing07/12/2023
Sample typeDepartment Acceptance A brief description of the samplerubber binder 64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedJob Site
First name of sampler or witnessed byJon Last name of sampler or witnessed byAtturio
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer Fraser Fortuna Plant B / Valero Benicia Transportation Laboratory (TL) Number
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: 2023-07-06-58
DIME Test ID: 2023-07-06-58-3
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: 2023-08-09

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/08/2023
Temperature: 25 C
Final Dial reading (F1): 65 mm
Ball Penetration (P1): 2 mm
Final Dial reading (F2): 66 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 64 mm
Ball Penetration (P3): 0 mm
Resilience 1: 37 %
Resilience 2: 35 %
Resilience 3: 36 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2023