Summary for Test 2026-10-26-47-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1002813 DEA: 081N6604 EFIS: 0823000030 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-62-33.6/38.5 |
| Award Date | 05/01/2026 |
| Closeout Date | Not set |
| Work Description | Rubberized HMA and partial depth recycling |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY IN TWENTYNINE PALMS FROM ATHOL AVENUE TO GOPHER GROVE LANE. |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 10/26/2026 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/02/2026 | Sample type | Verification |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Dylan |
| Last name of sampler or witnessed by | Nault | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta -Coachella | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-10-26-47
DIME Test ID: 2026-10-26-47-3
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: 2026-11-06
Test Results
Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 11/05/2026
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 63 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 62 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 63 mm
Resilience 1: 38 %
Resilience 2: 39 %
Resilience 3: 39 %
Average Resilience: 39 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2026 ✔