Summary for Test 2024-08-15-72-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995055 DEA: 024H0504 EFIS: 0218000080 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273,299-18.5/18.7,24.1/30.3 |
| Award Date | 11/16/2023 |
| Closeout Date | Not set |
| Work Description | PLACE RHMA, HMA, MINOR CONCRETE, AND REPLACE AC SURFACING. |
| Location Description | SHASTA COUNTY IN AND NEAR REDDING ON ROUTE 273 FROM 0.5 MILE NORTH OF SULPHUR CREEK BRIDGE TO 0.2 MILE SOUTH OF TWIN VIEW BOULEVARD AND ON ROUTE 299 FROM 0.2 MILE WEST OF HILLTOP DRIVE TO 0.1 MILE EAST OF HOOTENANNY LANE |
| QA Service Level | 1 (Verified on 10/09/2023) |
Sample Information
| Sample Taken Date | 08/15/2024 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 08/21/2024 |
| Sample type | Verification | A brief description of the sample | JMF Verification |
| The quantity of what the sample constitutes | 2 CANS | From where was the sample collected | Source |
| First name of sampler or witnessed by | C | 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 | VELERO BENCIA | Transportation Laboratory (TL) Number | 858510 |
| 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 | Valero Benicia |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2024-08-15-72
DIME Test ID: 2024-08-15-72-3
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: 2024-08-28
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/28/2024
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 50 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 55 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 53 mm
Resilience 1: 51 %
Resilience 2: 46 %
Resilience 3: 47 %
Average Resilience: 48 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 8/28/2024 ✔