Summary for Test 2023-09-06-53-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 994862 DEA: 051P5604 EFIS: 0522000082 |
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DIST-CO-RTE-PM | 05-SB-1-30.0/37.5 |
Award Date | 01/05/2023 |
Closeout Date | 08/13/2024 |
Work Description | Overlay with rubberized hot mix asphalt - gap graded (BWC). |
Location Description | CONSTRUCTION ON STATE HIGHWAY IN SANTA CRUZ COUNTY NEAR DAVENPORT FROM 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD TO SAN MATEO COUNTY LINE. |
QA Service Level | 1 (Verified on 06/05/2023) |
Sample Information
Sample Taken Date | 09/06/2023 | Sample Unique Key | 53 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/11/2023 |
Sample type | Verification | A brief description of the sample | ARB pg 64-16 |
The quantity of what the sample constitutes | 2-1 Qt Cans | From where was the sample collected | Source |
First name of sampler or witnessed by | Wesley | Last name of sampler or witnessed by | Rider |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | 2023-09-06-16 | |
The fabricator/manufacturer/facility name | National Blending Company | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | San Joaquin Refining Co Inc |
---|---|---|---|
Performance Grade | PG 64-16 | Lot number | 1 |
Sublot number | 6 | Asphalt Rubber Binder Mix Number | 23_1354 |
Test Details
DIME Sample ID: 2023-09-06-53
DIME Test ID: 2023-09-06-53-3
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: 2023-10-04
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/04/2023
Temperature: 25 C
Final Dial reading (F1): 74 mm
Ball Penetration (P1): 10 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P2): 10 mm
Final Dial reading (F3): 71 mm
Ball Penetration (P3): 9 mm
Resilience 1: 36 %
Resilience 2: 34 %
Resilience 3: 38 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2023 ✔