Summary for Test 2021-07-30-23-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215680 DEA: 010K4804 EFIS: 0120000102 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20-0.7/5.2,5.9/8.2 |
| Award Date | 06/16/2021 |
| Closeout Date | 04/26/2022 |
| Work Description | RHMA OVERLAY, COLD PLANE AC PAVEMENT AND PRECOATED AGGREGATE. |
| Location Description | LAKE COUNTY NEAR UPPER LAKE FROM 0.1 MILE WEST OF BLUE LAKES ROAD TO 0.4 MILE WEST OF WITTER SPRINGS ROAD AND FROM 0.1 MILE EAST OF BACHELOR CREEK BRIDGE TO 0. 1 MILE WEST OF ROUTE 29 |
| QA Service Level | 1 (Verified on 04/28/2021) |
Sample Information
| Sample Taken Date | 07/30/2021 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 08/20/2021 |
| Sample type | Acceptance | A brief description of the sample | TEST Asphalt Binder |
| The quantity of what the sample constitutes | 5 cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Western Emulsions - White City OR | Transportation Laboratory (TL) Number | 000000 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 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 | Not set |
Test Details
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DIME Sample ID: 2021-07-30-23
DIME Test ID: 2021-07-30-23-3
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: 2021-08-25
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/24/2021
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 1 mm
Resilience 1: 29 %
Resilience 2: 31 %
Resilience 3: 27 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 8/25/2021 ✔