Summary for Test 2026-08-10-79-3

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 209698
DEA: 072332E4
EFIS: 0700000391
COOP: 0705187
DIST-CO-RTE-PM07-LA-I-5-45.4/54
Award Date07/01/2021
Closeout DateNot set
Work DescriptionAddition of 14 miles of HOV lanes in both directions would extend existing carpool lanes on the I- 5 in San Fernando Valley to Santa Clarita Valley
Location DescriptionThe I-5 North Capacity Enhancements Project focuses on improvements to the I-5 freeway from cities of Santa Clarita and Castaic, beginning at the SR-14 interchange to Parker Rd.
QA Service Level2 (Verified on 02/03/2021)

Sample Information

Sample Taken Date08/10/2026 Sample Unique Key79
Date that the sample was received by the laboratory/organization performing the testing08/19/2026 Sample typeVerification
A brief description of the sampleAsphalt Rubber Binder The quantity of what the sample constitutes1can
From where was the sample collectedSource First name of sampler or witnessed byChristopher
Last name of sampler or witnessed byHurtado Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Sun Valley - Blvd.
Transportation Laboratory (TL) Number 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: 2026-08-10-79
DIME Test ID: 2026-08-10-79-3
Testing Lab: CT D08 - Fontana Southern Regional 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: 2026-09-04

Test Results


Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 09/03/2026
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 65 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 65 mm
Resilience 1: 38 %
Resilience 2: 37 %
Resilience 3: 37 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/4/2026