Summary for Test 2025-08-08-25-2

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 1001033
DEA: 070Y1404
EFIS: 0724000135
DIST-CO-RTE-PM07-LA-60-R23.0,R24.8
Award Date04/29/2025
Closeout Date12/02/2025
Work DescriptionMAINLINE SLABS, RAMPS, GORES, AUX LANES, SHOULDERS & DIGOUTS, SLURRY.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR FROM BREA CANYON ROAD UNDERCROSSING TO 0.4 MILE EAST OF GRAND AVENUE OVERCROSSING
QA Service Level1 (Verified on 07/29/2025)

Sample Information

Sample Taken Date08/08/2025 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing08/13/2025 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 byDominic
Last name of sampler or witnessed byDaniels Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRJ Noble Orange
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: 2025-08-08-25
DIME Test ID: 2025-08-08-25-2
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: 2025-08-25

Test Results


Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 08/20/2025
Temperature: 25 C
Ball Penetration (P1): 6 mm
Final Dial reading (F1): 63 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 61 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 59 mm
Resilience 1: 43 %
Resilience 2: 42 %
Resilience 3: 43 %
Average Resilience: 43 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/25/2025 ✔