Summary for Test 2021-09-21-25-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215552 DEA: 051N1904 EFIS: 0520000149 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-192-7.0/13.7 |
| Award Date | 04/27/2021 |
| Closeout Date | 09/02/2022 |
| Work Description | COLD PLANE AND OVERLAY EXISTING ROADWAY WITH RHMA (GAP GRADED). |
| Location Description | SANTA BARBARA COUNTY AT VARIOUS LOCATIONS FROM COLD SPRING ROAD TO 0.9 MILE WEST OF NIDEVER ROAD |
| QA Service Level | 1 (Verified on 03/12/2021) |
Sample Information
| Sample Taken Date | 09/21/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/27/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Rubberized PG64-16 | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | N |
| Last name of sampler or witnessed by | B | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite | |
| Transportation Laboratory (TL) Number | c843850 | 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 | Not set |
Test Details
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DIME Sample ID: 2021-09-21-25
DIME Test ID: 2021-09-21-25-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: 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: 2026-04-07
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/01/2021
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 68 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 72 mm
Resilience 1: 32 %
Resilience 2: 32 %
Resilience 3: 28 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): 2018 per spec.
Test was verified on 4/7/2026 ✔