Summary for Test 2022-05-18-28-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215721
DEA: 010K5704
EFIS: 0120000118
DIST-CO-RTE-PM01-HUM-36-40.5/45.7
Award Date06/04/2021
Closeout Date07/21/2022
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE RHMA-G AND TRAFFIC STRIPING.
Location DescriptionHUMBOLDT COUNTY NEAR DINSMORE FROM VAN DUZEN RIVER BRIDGE TO TRINITY COUNTY LINE
QA Service Level1 (Verified on 04/30/2021)

Sample Information

Sample Taken Date05/18/2022 Sample Unique Key28
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 testing05/19/2022
Sample typeAcceptance A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes4 cans From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byBrown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMFC Mercer Fraser Transportation Laboratory (TL) Number581675
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 NumberNot set

Test Details

DIME Sample ID: 2022-05-18-28
DIME Test ID: 2022-05-18-28-3
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: 2022-05-20

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 05/20/2022
Temperature: 25 C
Final Dial reading (F1): 80 mm
Ball Penetration (P1): 6 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 5 mm
Resilience 1: 26 %
Resilience 2: 25 %
Resilience 3: 25 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/20/2022