Summary for Test 2024-10-09-44-7
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994574 DEA: 050C7334 EFIS: 0518000116 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-10.5/13.4 |
| Award Date | 06/29/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/13/2023) |
Sample Information
| Sample Taken Date | 10/09/2024 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 10/15/2024 |
| Sample type | Acceptance | A brief description of the sample | 1 qt Can of ARB |
| The quantity of what the sample constitutes | 10/09/24 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Andy | Last name of sampler or witnessed by | Cecena |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| 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 | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 4 | Asphalt Rubber Binder Mix Number | 23_1696 |
Test Details
DIME Sample ID: 2024-10-09-44
DIME Test ID: 2024-10-09-44-7
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: 2024-12-27
Test Results
Input Type: Measured
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/27/2024
Temperature: 25 C
Ball Penetration (P1): 17 mm
Final Dial reading (F1): 94 mm
Ball Penetration (P2): 8 mm
Final Dial reading (F2): 86 mm
Ball Penetration (P3): 7 mm
Final Dial reading (F3): 85 mm
Resilience 1: 23 %
Resilience 2: 22 %
Resilience 3: 22 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/27/2024 ✔
