Summary for Test 2022-12-14-21-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993651 DEA: 112N1144 EFIS: 1121000143 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-78-34.0/41.0 |
| Award Date | 06/29/2022 |
| Closeout Date | 03/27/2023 |
| Work Description | COLD IN-PLACE RECYCLING, RHMA-G OVERLAY, PAVEMENT MARKINGS. |
| Location Description | IMPERIAL COUNTY NEAR AND AT GLAMIS FROM 6.7 MILES EAST OF EAST HIGHLINE CANAL TO TED KIPF ROAD |
| QA Service Level | 1 (Verified on 03/29/2022) |
Sample Information
| Sample Taken Date | 12/14/2022 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/22/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | apz |
| Last name of sampler or witnessed by | apz | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | APZ Rubber Plant | |
| Transportation Laboratory (TL) Number | C004854 | 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: 2022-12-14-21
DIME Test ID: 2022-12-14-21-3
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-05-30
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 12/30/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 50 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 49 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 50 mm
Resilience 1: 50 %
Resilience 2: 51 %
Resilience 3: 50 %
Average Resilience: 50 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2023 ✔