Summary for Test 2023-10-03-54-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994845 DEA: 061E6104 EFIS: 0622000068 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63-2.0/4.0 |
| Award Date | 04/06/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN TULARE COUNTY NEAR VISALIA FROM EAST CARTMILL AVENUE TO AVENUE 264 |
| Location Description | In District 06 On Route 63 |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 10/10/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-16 |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | JEEF | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Deer Creek Rock and Asphalt | 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 | DEER GREEK ASPHALT |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-10-03-54
DIME Test ID: 2023-10-03-54-3
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: 2023-10-12
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/12/2023
Temperature: 25 C
Ball Penetration (P1): 9 mm
Final Dial reading (F1): 80 mm
Ball Penetration (P2): 6 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P3): 7 mm
Final Dial reading (F3): 76 mm
Resilience 1: 29 %
Resilience 2: 31 %
Resilience 3: 31 %
Average Resilience: 30 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2023 ✔