Summary for Test 2023-08-23-98-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 994543
DEA: 023J7604
EFIS: 0222000081
DIST-CO-RTE-PM02-SHA-273-12.8/14.6
Award Date04/25/2023
Closeout Date04/11/2024
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RUBBERIZED HMA-G.
Location DescriptionSHASTA COUNTY IN REDDING FROM 0.1 MILE NORTH OF CEDARS ROAD/S BONNYVIEW ROAD TO 0.1 MILE NORTH OF BUENAVENTURA BOULEVARD
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date08/23/2023 Sample Unique Key98
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 testing10/16/2023
Sample typeDepartment Acceptance A brief description of the sample1/2 RHMA PG 64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedJob Site
First name of sampler or witnessed byC Last name of sampler or witnessed byROGERS
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number825036
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplierValero Benicia
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2023-08-23-98
DIME Test ID: 2023-08-23-98-3
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: 2023-10-23

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/20/2023
Temperature: 25 C
Final Dial reading (F1): 60 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 64 mm
Ball Penetration (P3): 3 mm
Resilience 1: 40 %
Resilience 2: 37 %
Resilience 3: 39 %
Average Resilience: 39 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/23/2023