Summary for Test 2021-09-19-2-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214919 DEA: 060U4504 EFIS: 0615000298 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-168-18.6/T25.5 |
| Award Date | 06/16/2020 |
| Closeout Date | 07/29/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING. |
| Location Description | FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD |
| QA Service Level | 1 (Verified on 04/21/2020) |
Sample Information
| Sample Taken Date | 09/19/2021 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 2 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jose |
| Last name of sampler or witnessed by | Lopez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CMI Fresno | |
| Transportation Laboratory (TL) Number | c039980 | 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: 2021-09-19-2
DIME Test ID: 2021-09-19-2-3
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: 10/06/2021
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 78 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 76 mm
Resilience 1: 23 %
Resilience 2: 24 %
Resilience 3: 24 %
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): 2018 per spec.
Test was verified on 4/7/2026 ✔