Summary for Test 2024-08-05-73-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995123 DEA: 051K4304 EFIS: 0518000207 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-183-R2.1/R8.3 |
| Award Date | 12/05/2023 |
| Closeout Date | 09/02/2025 |
| Work Description | RHMA (GAP GRADED), CONCRETE BARRIER TRANSITION AND LIGHTING SYSTEMS. |
| Location Description | MONTEREY COUNTY NEAR SALINAS FROM 0.2 MILE SOUTH OF OLD CEMETERY ROAD TO 0.1 MILE SOUTH OF DEL MONTE AVENUE IN CASTROVILLE. |
| QA Service Level | 1 (Verified on 10/02/2023) |
Sample Information
| Sample Taken Date | 08/05/2024 | Sample Unique Key | 73 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/14/2024 |
| Sample type | Acceptance | A brief description of the sample | 2 1 qt Cans of ARB |
| The quantity of what the sample constitutes | PSU | From where was the sample collected | Source |
| First name of sampler or witnessed by | W | Last name of sampler or witnessed by | R |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | 2024-08-05-18 | |
| The fabricator/manufacturer/facility name | Granite ARB Plant | 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 | San Joaquin Refining Co Inc |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number | 23_1354M |
Test Details
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DIME Sample ID: 2024-08-05-73
DIME Test ID: 2024-08-05-73-3
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: 2024-08-23
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/22/2024
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 75 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 78 mm
Resilience 1: 26 %
Resilience 2: 24 %
Resilience 3: 24 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/23/2024 ✔