Summary for Test 2024-08-27-7-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 1000022 DEA: 051Q4904 EFIS: 0523000037 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,SB-166-R30.4/R35.0 |
| Award Date | 06/12/2024 |
| Closeout Date | 11/26/2024 |
| Work Description | COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G. |
| Location Description | SANTA BARBARA AND SAN LUIS OBISPO COUNTIES ABOUT 20 MILES EAST OF SANTA MARIA FROM CUYAMA RIVER BRIDGE TO CUYAMA RIVER BRIDGE. |
| QA Service Level | 1 (Verified on 01/19/2024) |
Sample Information
| Sample Taken Date | 08/27/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 08/30/2024 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Rubber Binder |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | Telephone number of sampler | 8053191237 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | 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 | SJR |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2024-08-27-7
DIME Test ID: 2024-08-27-7-2
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: 2024-09-09
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/06/2024
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 76 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 76 mm
Resilience 1: 27 %
Resilience 2: 28 %
Resilience 3: 28 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2024 ✔