Summary for Test 2025-12-03-43-5
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000996 DEA: 101S6404 EFIS: 1024000105 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-165-L0.0/7.0,8.7/16.5 |
| Award Date | 05/13/2025 |
| Closeout Date | Not set |
| Work Description | RESURFACE PAVEMENT WITH RHMA AND HMA. |
| Location Description | MERCED COUNTY IN AND NEAR LOS BANOS FROM 0.3 MILE SOUTH OF POLE LINE ROAD TO 0.2 MILE SOUTH OF MASON ROAD AND FROM 0.1 MILE SOUTH OF CANAL FARM LANE TO 1.4 MILES NORTH OF WOLFSEN ROAD |
| QA Service Level | 1 (Verified on 04/18/2025) |
Sample Information
| Sample Taken Date | 12/03/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 testing | 12/04/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1 CAN OF RUBBER |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | m |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Santa Fe Aggregate Winton | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 721715 | 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: 2025-12-03-43
DIME Test ID: 2025-12-03-43-5
Testing Lab: Atlas - Denver
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: 2026-01-09
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 01/02/2026
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 72 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 71 mm
Resilience 1: 33 %
Resilience 2: 32 %
Resilience 3: 34 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 1/9/2026 ✔