Summary for Test 2022-05-17-62-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993523 DEA: 051N6604 EFIS: 0521000075 |
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DIST-CO-RTE-PM | 05-SCR-35-3.5/7.7 |
Award Date | 03/10/2022 |
Closeout Date | 10/20/2022 |
Work Description | COLD PLANE EXISTING ROADWAY AND PLACE RHMA-G OVERLAY. |
Location Description | SANTA CRUZ COUNTY NEAR LEXINGTON HILLS FROM BEAR CREEK ROAD TO SANTA CLARA COUNTY LINE |
QA Service Level | 1 (Verified on 02/16/2022) |
Sample Information
Sample Taken Date | 05/17/2022 | Sample Unique Key | 62 |
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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 | 05/31/2022 |
Sample type | Department Acceptance | A brief description of the sample | BINDER |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Other |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | J |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | A.R. WILSON QUARRY | Transportation Laboratory (TL) Number | C748989 |
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 | 2 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-05-17-62
DIME Test ID: 2022-05-17-62-3
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: 2022-08-03
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/03/2022
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 4 mm
Final Dial reading (F2): 71 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 70 mm
Ball Penetration (P3): 5 mm
Resilience 1: 32 %
Resilience 2: 34 %
Resilience 3: 35 %
Average Resilience: 34 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/3/2022 ✔