Summary for Test 2021-08-03-29-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 215341 DEA: 101J1204 EFIS: 1018000150 |
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DIST-CO-RTE-PM | 10-MER-33-R0.0/L5.7 |
Award Date | 01/29/2021 |
Closeout Date | 03/02/2022 |
Work Description | COLD PLANE ASPHALT CONCRETE AND PLACE HOT MIX ASPHALT. |
Location Description | MERCED COUNTY IN AND NEAR DOS PALOS FROM FRESNO COUNTY LINE TO 0.1 MILE NORTH OF EAST JUNCTION ROUTE 152 |
QA Service Level | 1 (Verified on 11/30/2020) |
Sample Information
Sample Taken Date | 08/03/2021 | Sample Unique Key | 29 |
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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 | 08/11/2021 |
Sample type | Acceptance | A brief description of the sample | PG64-16 |
The quantity of what the sample constitutes | 2 CanS | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Cozad |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Santa Fe Winton | Transportation Laboratory (TL) Number | 034068 |
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 | 17 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-03-29
DIME Test ID: 2021-08-03-29-3
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: 2021-09-13
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/17/2021
Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 69 mm
Ball Penetration (P3): 0 mm
Resilience 1: 30 %
Resilience 2: 33 %
Resilience 3: 31 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/13/2021 ✔