Summary for Test 2021-06-10-31-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 215092 DEA: 101C0404 EFIS: 1017000034 |
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DIST-CO-RTE-PM | 10-MPA-49-0.3/18.5 |
Award Date | 10/01/2020 |
Closeout Date | 06/27/2022 |
Work Description | COLD PLANE, PLACE HMA AND REPLACE RAILING AND OVERSIDE DRAINS. |
Location Description | MARIPOSA COUNTY IN AND NEAR MARIPOSA FROM MADERA COUNTY LINE TO SOUTH JUNCTION ROUTE 140 |
QA Service Level | 1 (Verified on 08/20/2020) |
Sample Information
Sample Taken Date | 06/10/2021 | Sample Unique Key | 31 |
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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 | 06/21/2021 |
Sample type | Department Acceptance | A brief description of the sample | Rubberized Binder |
The quantity of what the sample constitutes | 1 of 2 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | Adam | Last name of sampler or witnessed by | Z |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | MARATHON ELK GROVE | Transportation Laboratory (TL) Number | 034179 |
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 | 1 |
Sublot number | 1 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-10-31
DIME Test ID: 2021-06-10-31-3
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: 2021-07-01
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/01/2021
Temperature: 25 C
Final Dial reading (F1): 65 mm
Ball Penetration (P1): 2 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 68 mm
Ball Penetration (P3): 1 mm
Resilience 1: 37 %
Resilience 2: 35 %
Resilience 3: 33 %
Average Resilience: 35 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications
Test was verified on 7/1/2021 ✔