Summary for Test 2021-09-02-6-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215627 DEA: 032G2004 EFIS: 0321000024 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-128-0.0/9.8 |
| Award Date | 05/11/2021 |
| Closeout Date | 01/20/2022 |
| Work Description | PLACE RHMA AND REPLACE ASPHALT CONCRETE. |
| Location Description | YOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION |
| QA Service Level | 1 (Verified on 03/29/2021) |
Sample Information
| Sample Taken Date | 09/02/2021 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 09/03/2021 |
| Sample type | Department Acceptance | A brief description of the sample | TEST 9/2, NO TEST 8/31, 9/1 |
| The quantity of what the sample constitutes | 2cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | kHAIR | Last name of sampler or witnessed by | mOHAMMAD |
| Title of sampler | ARE | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Marathon | Transportation Laboratory (TL) Number | 817284 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 17 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-02-6
DIME Test ID: 2021-09-02-6-3
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: 2021-09-08
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/07/2021
Temperature: 25 C
Final Dial reading (F1): 89 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 90 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 91 mm
Ball Penetration (P3): 2 mm
Resilience 1: 14 %
Resilience 2: 10 %
Resilience 3: 11 %
Average Resilience: 12 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/8/2021 ✔