Summary for Test 2026-08-14-66-3

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 1001306
DEA: 023H7704
EFIS: 0218000039
DIST-CO-RTE-PM02-TEH-99-0.0/12.5
Award DateNot set
Closeout DateNot set
Work DescriptionVINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL.
Location DescriptionTEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE
QA Service Level1 (Verified on 06/12/2025)

Sample Information

Sample Taken Date08/14/2026 Sample Unique Key66
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 testing08/25/2026
Sample typeJMF Verification A brief description of the samplePG 64-16 Rubber Blend
The quantity of what the sample constitutes2 Quart Cans From where was the sample collectedSupplier
First name of sampler or witnessed byC Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea - Fawndale Transportation Laboratory (TL) Number858080
Inspector Lot Number from the Transportation Laboratory (TL) Form858080 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplierAmerican Pavement Systems
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number25540

Test Details

DIME Sample ID: 2026-08-14-66
DIME Test ID: 2026-08-14-66-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-20: 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: 2026-08-26

Test Results


Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 08/26/2026
Temperature: 25 C
Ball Penetration (P1): 6 mm
Final Dial reading (F1): 65 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 63 mm
Resilience 1: 41 %
Resilience 2: 39 %
Resilience 3: 40 %
Average Resilience: 40 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE REBOUND

Test was verified on 8/26/2026