Summary for Test 2026-09-17-75-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1002572 DEA: 061H9704 EFIS: 0625000105 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-152-R0.0/15.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | MADERA COUNTY SLAB REPLACEMENT WITH DIGOUTS ON SR 59, 152. Cold plane AC, remove concrete pavement and place with HMA and RHMA. |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR CHOWCHILLA FROM ROUTE 59/152 SEPARATION TO 0.1 MILE WEST OF ROUTE 99/152 SEPARATION. |
| QA Service Level | 1 (Verified on 08/31/2026) |
Sample Information
| Sample Taken Date | 09/17/2026 | Sample Unique Key | 75 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2026 | Sample type | Quality Control |
| A brief description of the sample | 1 CAN OF RUBBER BINDER | The quantity of what the sample constitutes | 1 CAN |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | PARDEEP |
| Last name of sampler or witnessed by | N/A | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Sante Fe Aggregates Winton | |
| Transportation Laboratory (TL) Number | 027400 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 027400 |
| 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 | 3 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-09-17-75
DIME Test ID: 2026-09-17-75-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2026-09-30
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 09/30/2026
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 80 mm
Ball Penetration (P2): 11 mm
Final Dial reading (F2): 86 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 81 mm
Resilience 1: 25 %
Resilience 2: 25 %
Resilience 3: 24 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENSE REBOUND
Test was verified on 9/30/2026 ✔