Summary for Test 2026-07-02-23-4

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 1002024
DEA: 044AC704
EFIS: 0420000148
DIST-CO-RTE-PM04-MRN-101-8/15.3
Award DateNot set
Closeout DateNot set
Work DescriptionPAVEMENT - Repaving from Nellen to Miller Creek
Location DescriptionNot set
QA Service Level1 (Verified on 04/06/2026)

Sample Information

Sample Taken Date07/02/2026 Sample Unique Key23
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 testing07/06/2026
Sample typeAcceptance A brief description of the sample4 cans of Rubberized Binder
The quantity of what the sample constitutes4, 1 quart cans of Binder From where was the sample collectedSource
First name of sampler or witnessed byJose Last name of sampler or witnessed byLeon
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDutra Richmond Transportation Laboratory (TL) Number2026070203
Inspector Lot Number from the Transportation Laboratory (TL) Form2026070203 Structure unique identifier
Structure name Bid ItemNot set

Material Information

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

Test Details

DIME Sample ID: 2026-07-02-23
DIME Test ID: 2026-07-02-23-4
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: 2026-07-08

Test Results


Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 07/08/2026
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 58 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 59 mm
Resilience 1: 44 %
Resilience 2: 41 %
Resilience 3: 42 %
Average Resilience: 42 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE REBOUND

Test was verified on 7/8/2026