Summary for Test 2025-03-12-15-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000898 DEA: 010N8304 EFIS: 0124000116 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-96-4.9/R13.3 |
| Award Date | 04/03/2025 |
| Closeout Date | 11/03/2025 |
| Work Description | PLACE RUBBER CHIP SEAL, MICRO-SURFACING, AND REPLACE AC SURFACING. |
| Location Description | HUMBOLDT COUNTY AT HOOPA FROM 4.6 MILES EAST OF WILLOW CREEK BRIDGE TO HOSTLER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 03/12/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/02/2025 | Sample type | Verification |
| A brief description of the sample | Asphalt Rubber Binder, PG 64-16 CR | The quantity of what the sample constitutes | 5 quart cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Witness | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2025-03-12-13 | The fabricator/manufacturer/facility name | American Pavement Systems |
| 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: 2025-03-12-15
DIME Test ID: 2025-03-12-15-3
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: 2025-06-10
Test Results
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 06/03/2025
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 6 mm
Final Dial reading (F2): 59 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 62 mm
Resilience 1: 45 %
Resilience 2: 47 %
Resilience 3: 43 %
Average Resilience: 45 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Resilience
Test was verified on 6/10/2025 ✔