Summary for Test 2023-10-11-18-6

Test performed: ASTM D5329-16
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

Project Information

Project IdentifiersProject ID: 995087
DEA: 051P5904
EFIS: 0522000086
DIST-CO-RTE-PM05-SCR-1-0.0/5.0
Award Date03/22/2023
Closeout DateNot set
Work DescriptionCold plane, RHMA-G
Location DescriptionWatsonville area, County line to Scenic pullout
QA Service Level1 (Verified on 08/21/2023)

Sample Information

Sample Taken Date10/11/2023 Sample Unique Key18
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing10/11/2023
Sample typeQuality Assurance A brief description of the sample64-16 ARB
The quantity of what the sample constitutes2 Cans From where was the sample collectedFabricator
First name of sampler or witnessed byWesley Last name of sampler or witnessed byRider
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNational Blending Company 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 supplierSan Joaquin Refining Co Inc
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number23_1354

Test Details

DIME Sample ID: 2023-10-11-18
DIME Test ID: 2023-10-11-18-6
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: 2023-10-23

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/23/2023
Temperature: 25 C
Final Dial reading (F1): 79 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 76 mm
Ball Penetration (P3): 5 mm
Resilience 1: 26 %
Resilience 2: 27 %
Resilience 3: 29 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/23/2023

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.