Summary for Test 2023-07-26-59-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994388 DEA: 023J8004 EFIS: 0222000085 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-11.0/R26.3,38.0/42.0 |
| Award Date | 12/21/2022 |
| Closeout Date | 10/06/2023 |
| Work Description | PLACE AR CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR HAYFORK FROM 0.7 MILE SOUTH OF WILDWOOD ROAD TO BROWNS CREEK BRIDGE NO. 05-0037 AND NEAR WEAVERVILLE FROM 0.1 MILE NORTH OF RUSH CREEK ROAD TO 0.5 MILE SOUTH OF TANNERY GULCH ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 07/26/2023 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 08/02/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Asphalt Rubber Binder |
| 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 | Dan | Last name of sampler or witnessed by | Frost |
| Title of sampler | TET Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | VSS Emultech | Transportation Laboratory (TL) Number | C 815639 |
| 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 | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-07-26-59
DIME Test ID: 2023-07-26-59-3
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: 2023-08-10
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/09/2023
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 64 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 66 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 63 mm
Resilience 1: 37 %
Resilience 2: 38 %
Resilience 3: 37 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/10/2023 ✔