Summary for Test 2024-05-29-62-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215240
DEA: 021H6804
EFIS: 0216000010
DIST-CO-RTE-PM02-TEH-5-39/41.9
Award Date02/13/2023
Closeout Date09/22/2025
Work DescriptionSB Cottonwood Scales
Location DescriptionNot set
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date05/29/2024 Sample Unique Key62
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 testing06/06/2024
Sample typeAcceptance A brief description of the samplePG 64-16 Rubber Blend
The quantity of what the sample constitutes2 cans From where was the sample collectedJob Site
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWhite
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) NumberC035799
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

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: 2024-05-29-62
DIME Test ID: 2024-05-29-62-3
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: 2024-06-14

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/07/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 49 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 51 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 53 mm
Resilience 1: 51 %
Resilience 2: 49 %
Resilience 3: 47 %
Average Resilience: 49 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/14/2024