Summary for Test 2025-06-18-111-3

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 994966
DEA: 073255U4
EFIS: 0722000129
DIST-CO-RTE-PM07-LA-605-20.2/26
Award Date04/12/2023
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date06/18/2025 Sample Unique Key111
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 testing06/25/2025
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 byGerardo Last name of sampler or witnessed byZubieta
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt-Irwindale 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: 2025-06-18-111
DIME Test ID: 2025-06-18-111-3
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: 2025-08-01

Test Results


Input Type: Calculated
Tester's full name: Angelito Villegas
Date of test: 07/16/2025
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 72 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 69 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 70 mm
Resilience 1: 32 %
Resilience 2: 33 %
Resilience 3: 32 %
Average Resilience: 32 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/1/2025