Summary for Test 2026-07-26-17-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000777 DEA: 07370404 EFIS: 0720000128 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R73.7 |
| Award Date | 02/06/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT, PLACE HOT MIX ASPHALT AND INSTALL MGS. |
| Location Description | LOS ANGELES COUNTY FROM LAKE HUGHES ROAD UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 11/25/2024) |
Sample Information
| Sample Taken Date | 07/26/2026 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/29/2026 | 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 | STUWART |
| Last name of sampler or witnessed by | Ahumada | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston | |
| 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: 2026-07-26-17
DIME Test ID: 2026-07-26-17-3
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: 2026-08-17
Test Results
Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 08/14/2026
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 60 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 8/17/2026 ✔