Summary for Test 2024-06-25-109-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084 |
---|---|
DIST-CO-RTE-PM | 02-TEH-36-6.0/R12.6 |
Award Date | 04/04/2024 |
Closeout Date | Not set |
Work Description | RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
Location Description | TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE |
QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
Sample Taken Date | 06/25/2024 | Sample Unique Key | 109 |
---|---|---|---|
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 | 07/16/2024 |
Sample type | Verification | A brief description of the sample | Asphalt Rubber Binder, PG 64-16 |
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 | Bryant |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Pacific NW oil | Transportation Laboratory (TL) Number | C876870 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | D79600 | Structure unique identifier | |
Structure name |
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
DIME Sample ID: 2024-06-25-109
DIME Test ID: 2024-06-25-109-3
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: 2024-07-23
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/18/2024
Temperature: 25 C
Final Dial reading (F1): 55 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 55 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 59 mm
Ball Penetration (P3): 0 mm
Resilience 1: 45 %
Resilience 2: 45 %
Resilience 3: 41 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2024 ✔