Summary for Test 2026-06-17-91-2

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 1000513
DEA: 020J8504
EFIS: 0219000168
DIST-CO-RTE-PM02-SIS-89-21/R34.622
Award Date08/05/2025
Closeout DateNot set
Work DescriptionMCCLOUD CAPM - PAVEMENT REHABILITATION
Location DescriptionIN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5
QA Service Level1 (Verified on 08/12/2024)

Sample Information

Sample Taken Date06/17/2026 Sample Unique Key91
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 testing06/26/2026
Sample typeQuality Assurance A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes2 CANS From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byDELGADO
Title of samplerCONSULTANT Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form895736 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: 2026-06-17-91
DIME Test ID: 2026-06-17-91-2
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: 2026-07-02

Test Results


Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 07/02/2026
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 62 mm
Resilience 1: 42 %
Resilience 2: 42 %
Resilience 3: 41 %
Average Resilience: 42 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE REBOUND

Test was verified on 7/2/2026