Summary for Test 2024-02-01-25-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 |
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DIST-CO-RTE-PM | 02-TRI-299-61.0/64.0,70.0/72.2 |
Award Date | 04/16/2024 |
Closeout Date | Not set |
Work Description | ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE |
QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
Sample Taken Date | 02/01/2024 | Sample Unique Key | 25 |
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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 | 05/02/2024 |
Sample type | Quality Assurance | A brief description of the sample | 5 cans |
The quantity of what the sample constitutes | 5 cans for chip seal/seal coats | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | 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 | |
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Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2024-02-01-25
DIME Test ID: 2024-02-01-25-3
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: 2024-05-08
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/03/2024
Temperature: 25 C
Final Dial reading (F1): 54 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 54 mm
Ball Penetration (P3): 0 mm
Resilience 1: 46 %
Resilience 2: 44 %
Resilience 3: 46 %
Average Resilience: 45 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2024 ✔